telangana standard data yr 2020-21

GOVERNMENT OF TELANGANA

T.S STANDARD DATA (With Schedule of Rates 2020-21)

(Effective from 1st June 2020)

BOARD OF CHIEF ENGINEERS

Proceedings of Std.DATA 2020-21

Office of the Engineer-in-Chief (A.W)

I&CAD Dept., Errummanzil, Hyderabad

Proc. No. ENC/AW/P&M/EE/DEE-1/AEE.1/SOR-2020-21/Vol.-1 Dt:01.06.2020

Sub: Telangana Revised Standard Data for I&CAD works(Part-I) for the year 2020-21 – approved-Printing & communication of Standard Data –Reg.,

Ref: 1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:02.03.2009 2) Minutes of BOCEs meeting for Schedule of Rates held on 19.05.2020.

-::o0o::- The Board of Chief Engineers during its meeting held on 19.05.2020 has discussed

and finalized the Schedule of Rates (SoR) for the year 2020-21 for I&CAD (Part-I), Road

& Bridges (Part-II), Buildings (Part-III) and Public Health (Part-IV) and approved the

same, accordingly. Based on the approval of BoCE’s, the SoR for I&CAD Dept.(basic input

required for arriving unit item rates as per Telangana Revised Standard data), R&B

Department, PR Department and Public Health Department items were communicated

vide this office proceeding 3rd cited.

By incorporating the Basic data items and Labour rates, the Telangana Revised

Standard Data (unit rate for work items) for the year 2020-21 is finalized. Any

additions, modifications or deletions in the existing data must be approved by Board of

Chief Engineers (BoCEs).

Encl: Soft copy of Telangana Revised Standard Data for I&CAD Department for the year

2019-20.

Yours faithfully,

Sd/- B.Nagendra Rao Dt: 01.06.2020 Engineer-in-Chief (AW),

Irrigation &CAD Department and Chairman, Board of Chief Engineers

I) Copy submitted to the Principle Secretary to Govt., I&CAD Dept., 6th Floor, B.R,K

Bhavan, Hyderabad for favour of information.

II) Copy Communicated to the following Heads of Departments along with Enclosures for

information.

1) Engineer-in-Chief (NH & Buildings), Roads & Buildings Department.

2) Engineer-in-Chief (SR & CRN), Roads & Buildings Department

3) Engineer-in-Chief (P.H.), PH & ME Department.

4) Engineer-in-Chief (P.R.), Panchayat Raj Department.

Page 1 of 448

Proceedings of Std.DATA 2020-21

5) Engineer-in-Chief (RWS) R W S & S, Department.

6) Soft Copy of Schedule of Rates 2020-21 & Standard data, part-1 (Irrigation & CAD

works) PDF format is Placing in Irrigation & CAD department Web Site for all the

Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for information

and necessary action.

III) Copy of C.D containing Schedule of Rates 2020-21 & Standard data, part-1 (Irrigation

& CAD works) to the Superintending Engineer, Irrigation Circle, Irrigation & CAD

Department, Red Hills, Hyderabad for necessary action.

Sd/- B.Nagendra Rao Dt: 01.06.2020 Engineer-in-Chief (AW),

Irrigation &CAD Department and Chairman, Board of Chief Engineers

Page 2 of 448

Preamble of Std.DATA 2020-21

i

T.S. REVISED STANDARD DATA

I. PREAMBLE

The TS Revised Standard data adopted for various construction items has come into

existence as per the Government Orders G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt: 02-03-

2009.

The background for adoption of Telangana Revised Standard Data is:

1. Government, in GO 7326 (GAD-GPM& AR), Dated 26-10-2005, has observed that the age old

“Standard data” requires revision and updation with reference to the latest machinery and

contemporary practices and has constituted a High Level Committee to advise on updating

and revision of standard data and schedule of rates. The work has been taken up by CGG and

SPIU-Irrigation. The Secretary (Irrigation) is the Member- Convener of the Committee

Accordingly, the data has been revised adopting the procedures and guidelines given

by CWC, Report on “committee on cost control of River valley Projects, BIS specifications,

NHAI, MORTH, MORD, CPWD and Government of Karnataka and revised data and formulated

schedule of rates for all infrastructure Departments (I&CAD, R&B, PR and PH). The team of

senior engineers interacted with the S.R Committee of Karnataka on implementation and

improvements needed. For irrigation works, the data pattern as adopted by Karnataka has

been considered and for other Departments, the data adopted by MORTH, MORD and NHAI etc.

is considered.

2. Sequence followed in revision of standard data is,

a) The first step is the revision and formulation of standard data for each work component.

b) The second step is to work out the details of inputs. This enables to generate the unit

work item rates, by incorporating the use rates of machinery, materials, labour charges

and other supplementary parameters.

c) The third step is to develop software tool to generate unit rate using the software

(completed for irrigation works by the SPI Unit of Irrigation)

3. The Detailed draft data was communicated to all the HOD’s and interacted through many

seminars and discussions and incorporated the relevant features. The Board of Chief Engineers

in their meetings have recommended for acceptance to the data formulated and schedule of

rates. It was proposed to examine the recommendations on important parameters, to refer to

high level committee, for their specific recommendations for adoption, as they are common to

all departments.

The committee made indepth study on the methodology and systems followed by the

reputed National organizations and other States and made detailed deliberations with

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ii

HOD’s and representatives of Builders Association of India and made recommendations to

the Government, on adoption of such parameters in Telangana.

4. The Chief Secretary held a detailed discussion on 04-07-2007, with the Secretaries of the

Departments and Heads of Departments.

II. GUIDE LINES

1) The Schedule of Rates (SoR) is formulated under four Parts, which are applicable to all the

Engineering Departments and other Organizations under the control of Telangana State

Government.

PART -1: Irrigation& CAD (Dam and Allied Works, Canals and Allied Works, Canal C.D.

Works, Tunnels and Allied Works, Preliminary and Maintenance Works,

Hydraulic Gates and allied works and Leads and Lifts applicable to all

Departments.

PART -2: Roads and Bridges

PART -3: Buildings including Electrical Works

PART -4: Drinking Water Supply and Public Health (Only for works done by manual

means)

2) Brief description of item of work:

Brief description of the item of work to cover all important aspects of the work

included in the Data. On reading the description of the item, the user should be in a

position to assess the various cost components involved in the work.

3) Data for assessing quantities:

The data reflects various assessments / assumptions made in arriving at the quantities of

materials, machinery, labour and other in-puts. In case of plants and equipment the output of

main plant is worked out and the requirement of all other inputs and assessed to match the

output of the main plant. Cycle time of operations is the criteria for assessing the output of

equipment. Generally, the equipment manufacturers furnish the output of machinery under ideal

conditions of working. Suitable job and management efficiency factors are to be considered while

working out the average output of machinery under field conditions. In case of combination of

machinery and manpower, the assessment of manpower shall match the output of machinery.

Though the cycle time of operations is the criteria for hourly / daily out-put of machinery

work-force, the actual progress of work depends on several other factors such as power

interruptions, minor break-downs, time for meals and other needs of work-force, stray rains etc.

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iii

Therefore, it is the general practice to consider 50 minutes as the actual working time per hour

for working out the hourly / daily out-put of machinery / work-force. CWC / BIS guide-lines

stipulate the actual working hours for the purpose of equipment planning and utilisation. The

daily out-put is computed duly considering the actual available working time and feedback from

the field.

• For gate and hoist works, it is the general practice to specify the quantity of work in

terms of number of sets of embedded parts / gates. The requirement of machinery and

work-force for cutting, bending, fabrication, erection, painting etc., is assessed to

commensurate with the task involved.

• The data for gates and E.M. Parts is arrived per Metric Tonne (MT) quantity.

• The data for Hoists and Gantry Cranes is worked out on the basis of capacity in

tonnage.

4. The lead and lift charges provided in SoR are generally applicable and common to all Engineering

Departments. Any item which is not covered in this part, the rates as provided in the data of

the relevant works may be adopted in preparation of estimates.

5. Input Basic Materials needed for all works are listed and incorporated in the data. The

requirements are analyzed and the specifications adopted shall confirm to Standards

published by the BIS.

• The labour and material rates will be communicated by the Board of Chief Engineers.

• Unless otherwise specified, all Material rates shall be exclusive of GST.

• For Sand, Gravel, Murrum, Stones, Coarse Aggregates etc, the rates are ex-quarry/Stock

yard, adding loading charges by machinery / manual means and idle hire charges of

machinery as per table under chapter “ Conveyance or Lead and Lift charges”, as

applicable.

• For AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates are to be taken

prevailing at major commercial centre near project area. The lead charges, as applicable

are to be added in preparing estimates

• For Steel and Cement, the rates are delivery at site excluding GST.

• The specifications of the aggregates for sizes and gradation and its adoption shall be as per

IS 383.

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iv

6. The Labour component in the data is mentioned for unit work.

• No allowance towards labour importation and labour amenities added extra as they are

included in the recommended overheads.

• On Labour Component: Certain additional allowances are added extra to the wages of

labour (,i.e. only on labour component in the work item) in the form of percentage, as

recommended by the Government/Board of chief engineers due to statutory and other

provisions.

7. Hire Charges Of Machinery: The machinery and /or group of machinery For items of works and

their output has been worked out based on the availability of machinery generally in the

market and working in the field successfully, duly considering cycle time, idle time, operator

efficiency, type of work etc.

• The hire charge of a machinery / equipment is worked out based on the guidelines

published by CWC and BIS codes.

• For the other machinery not covered by the list, the R&B and other users may adopt hire

charges as recommended by the MORTH.

8. Lead Charges

a. The high level committee has recommended to adopt, for conveyance by head load, a

minimum lead of 50 meters and additional lead up to 150 meters in the intervals of 50

meters. Beyond 150 meters lead, only machinery rates are to be adopted.

b. The basic work item rates provided in the Standard Data & Schedule of rates include 50 m

or 1 km as initial lead and no lead charges shall be allowed where the source of material is

within the initial lead specified in item rate. Additional lead charges shall be allowed for

the lead exceeding initial lead specified in the item rate. The Guidelines may be followed

regarding adding Lead charges as given against each chapter.

c. For the materials where the basic rates are mentioned as “Quarry Rates” in the SoR, which

includes initial lead of 1.00km lead charges are to be added for the lead distances from

the approved quarries as applicable

d. The lead charges per unit quantity for conveyance of the materials are worked out, and

included in the schedule of rates in increment of 50 m for head load and in increment of 1

km for mechanical mode.

e. The rates for lead charges by head load up to 150 meters and by machinery up to 5 km,

shall be cumulative and inclusive of lead charges for preceding lead. For lead beyond 5

km, the lead charges shall be worked out on per km basis.

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9. Loading and Unloading Charges for Materials

The following features are considered:

a. Loading and unloading charges are not payable for conveyance by head load.

b. Loading and unloading charges are not payable for conveyance by mechanical means, for

disposal of excavated material unless specified.

c. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble,

size stone and cut stone, are inclusive of stacking wherever applicable.

10. Lift Charges:

a. The data includes initial lift charges of 3.0 meters, for materials conveyance by head load,

Additional leads in the interval of 1.0 meters are worked out, as additional labour input

and incorporated in the chapter on” Lead and lifts”

b. Where the conveyance / lifting of material is done by mechanical means, lift charges shall

not be considered, as the cycle time of operation of the machine includes lifts involved.

c. The data and rates for lift charges is cumulative and are inclusive of rates for preceding

lifts also.

11. Wastage of Materials

a) Cement: No wastage allowance is recommended towards the quantity of cement used in

works, as the wastage is already included in the input and in major works bulk

quantities are used.

b) Steel: The wastage of steel @ 2.5% is allowed for gates and allied structures. For

RCC works the wastage is @2.5% for the reinforcement rods above 36mm dia.

and @ 5% for rods below 36mm dia. including overlaps, if they are not welded.

If welding is adopted for the reinforcement rods even for below 36mm dia,

2.5% of wastage is only recommended.

12) Provision for rate of water: -

The Committee has recommended not to consider the water charges in the

Irrigation Project works. But, it may be considered in specific cases as per the site

conditions.

13) In respect of RCC works: the rate for cement concrete for 1 cum is worked separately for

all grades based on Indian Standards. The rate of Reinforcement steel per MT is

calculated separately and to be added separately in the estimates of RCC works as a

separate item.

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14) Soil classification: The Committee recommended to allow uniform classification of soils for

all Departments and data is worked out accordingly.

1. All soils

2. Marshy soil

3. Ordinary rock (Not requiring Blasting),

4. Hard rock

a. Hard rock (Requiring Blasting)

b. Hard rock (Controlled Blasting)

c. Removable by chiseling (Blasting prohibited)

15) Use of Super Plasticizers and Admixtures:

Concrete admixtures such as Air-Entraining Agent (AEA) / Water reducing agent can

be used advantageously for better quality concrete. The high level committee has

recommended to adopt for super plasticizers and admixtures at 0.4% on cement for

concrete work as per MORTH standards for batching plants.

16) Contractors overheads, profit and other provisions:

The provision towards GST as fixed by the Government from time to time should be

made separately in Part-B of the estimate. The provisions allowed in G.O.Ms.No.94,

I&CAD, dt: 01.07.03, need not be added separately for the items covered in the

contractor overhead charges

High Level Committee has recommended adding 13.615% towards contractor

overheads and profit including labour importation and amenities etc., as given below

which includes various items recommended in MORTH for works subject to fulfillment

of conditions as detailed below.

The overhead charges include the following elements:

i. Site accommodation, setting up plant, access road, water supply, electricity and

general site arrangements.

ii. Office furniture, equipment and communications

iii. Expenditure on:

a. Corporate office of contractor

b. site supervision

c. Documentation and “as built” drawings

iv. Mobilisation/ de-mobilisation of resources

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v. Labour camps with minimum amenities and transportation to work sites.

vi. Light vehicles for site supervision including administrative and managerial

requirements.

vii. Laboratory equipment and quality control including field and laboratory testing.

viii. Minor T & P and survey instruments and setting outworks, including verification of

line, dimensions, trial pits and bore holes, where required.

ix. Watch and ward

x. Traffic management during construction

xi. Expenditure on safeguarding environment

xii. Sundries

xiii. Financing Expenditure

17) Dewatering & Desilting:

The High level committee considering the local conditions of rainfall / seepage has

recommended towards de-watering and de-silting at 3 percent on the relevant work

component for which dewatering is required.

It is also proposed as per CWC guidelines, to keep a condition in the agreements to

fix a ceiling of 5% in extreme cases, with the specific approval of chief

engineer/Government.

18) For each chapter separate additional details are incorporated for clarity.

19) GST (Goods & Service Tax):

Note: The GST (Goods & Service Tax) on Works Contract will be implemented as per orders

of the Government from time to time. At present GST @ 5% on Works Contract where in

earth work component is 75% or more and for all other works GST @ 12% will be applicable.

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USER GUIDELINES OF REVISED STANDARD DATA

Please select the item of work, as given in Index Code, and view the relevant data.

1. The common data items like, lead, lift, conveyance and manual excavation (without

involving contracting agencies) is applicable to all Departments (volume-1).

2. The departments have to adopt the relevant data from other Departments, if such works

are executed by them.

3. The unit rate /hire charges, of machinery not covered in the Irrigation data, the MORTH

data may be taken with the approval of Board of Chief Engineers.

4. For “Drinking water Supply works” (PART-IV), the data incorporated is generally applicable

only for manual means of execution. The rates deploying machinery have to be worked out

by the Board of Chief engineers and approved for adoption.

5. Any item not found in one chapter and available in another chapter, the same can be

adopted duly making required changes if necessary duly getting approval from.

ROLE OF CENTRAL COMPETENT AGENCY FOR SCHEDULE OF RATES (BOARD OF CHIEF

ENGINEERS)

a) The Board of Chief Engineers under the Chairman ship of Engineer-in- Chief,

(Administration) I&CAD Department is the competent authority to finalize and recommend

the Schedule of Rates applicable for all Engineering Departments. The Board has to assess

and incorporate only the three basic inputs required to generate unit work item rates as

below.

1. Basic rates of labour:

Wages of labour commonly required in execution of works has to be arrived and

incorporated in the schedule of rates (Basic input of Labour Wages), without adding extra

towards area allowances (like municipality allowance, tribal area and ghat road allowances

etc, which shall be added to the rates where applicable in the form of separate percentage

as explained in the preceding paras. The rates shall be the prevailing daily rates in the

State and shall not be less than the minimum wages fixed by the Government from time to

time.

Materials rates:

The basic input material rates common to all departmental works are listed out and

incorporated (in the chapter “Basic inputs”) The material specifications adopted shall

confirm to Standards published by the BIS.

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The Prevailing market rates for all basic input materials shall be obtained from the

major commercial centers near the project areas. Average of the rates, ignoring freak

rates, shall be reckoned as the prevailing market rate excluding all taxes viz., GST.

For sand, gravel, murrum, stones, aggregates etc., the rates are ex-quarry/stock yard

including loading charges and idle hire charges

For AC sheets, GI sheets, Hume pipes, wood and stone slabs, the rates prevailing at

major commercial centre near project area has to be adopted. The lead charges, as

applicable are to be added in preparing estimates

For Steel and Cement, the rates are delivery at site excluding GST

2. Use Rate of Machinery:

The third parameter for incorporation in the Basic Inputs, is the use rate of machinery.

To arrive at the use rate of machinery, the inputs to be incorporated are

The list and capital cost of machinery required to be used in the construction activity,

the rate has to be obtained from major manufacturers and outlet sources and the rate

shall be the current market price inclusive of all taxes, duties i.e G.S.T etc., and

including freight charges.

The prevailing fuel charges of petrol and diesel are ascertained and average rate

adopted

Borrow rate of interest as fixed by the Government/competent authority be indicated.

For the other machinery not covered by the list, the R&B and other users may adopt

hire charges as recommended by the MORTH

b) The Chairman, Board of Chief Engineers or competent authority appointed by the

Government, based on the approved basic inputs, load the above three basic parameters in

the software program. The unit rate of all works including hire charges of all machinery will

be generated automatically for adoption.

The Chairman, BOCEs shall communicate the uniform Schedule of rates arrived from

Standard Data, to all users for uniform and direct adoption in all infrastructure

Departments, as applicable.

Sd/- B. Nagendra Rao; Dt 01.06.2020 Engineer-in-Chief (A.W)

Irrigation & CAD Department and Chairman, Board of Chief Engineers

Page 11 of 448

of 448

S.No Description Page No.

From To

1 Abstract Items 15 66

2 Dam and Allied Works 69 143

3 Tunnel and Allied Works 144 172

4 Canal And Allied Works 173 285

5 Canal Cross Drainage Works 286 351

6 Gate Hoist and Allied Works 350 385

7 Preliminary and Maintenance Works 386 423

8 Lead/Lift/Loading & Unloading Charges 424 445

9 Common to all Departments 446 446

10 Hire Charges of Machinery 447 448

INDEX

Abstract of Work Items Std.Data 2020-21

Page 1 of 68

WORK ITEM RATES FOR THE YEAR - 2020-21

* Add Leads and Lifts, Area Allowance as applicable in the estimate ** Area Allowance includes profit component also *** Unit Rates arrived without Seigniorage Charges

Chapter wise item

No.

S. No

Item Description Unit Rate

Rate for Labour Compon

ent 1 2 3 4 5 6

Chapter I IRR-DAW DAM AND ALLIED WORKS IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS: IRR-DAW-1-1 1 Excavation for foundation in all kinds of soil including boulders

upto 0.30 m diameter for dam, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.

cum 135.30

Labour Component (including contractor's profit and Overheads) cum 32.30 IRR-DAW-1-2 2 Excavation for foundation in ordinary rock (including HDR)

without blasting including boulders above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.

cum 178.30

Labour Component (including contractor's profit and Overheads) cum 41.80 IRR-DAW-1-3 3 Excavation for foundation in hard rock (including F&F) requiring

blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.

cum 270.30

Labour Component (including contractor's profit and Overheads) cum 74.00 IRR-DAW-1-3-A New Item 2014-15-1

4 Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 m upto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads

cum 407.90

Labour Component (including contractor's profit and Overheads) cum 88.20 IRR-DAW-1-4(a)

5 Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with initial lead upto 1 km and all lifts.

cum 481.60

Labour Component (including contractor's profit and Overheads) cum 142.40 IRR-DAW-1-5(b)

6 Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting method and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto upto 1 km and all lifts.

cum 758.10

Labour Component (including contractor's profit and Overheads) cum 158.20 IRR-DAW-1-6(c)

7 Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by line drilling and smooth blasting and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including dressing sides and bed to required level / profile, placing and levelling the excavated rock neatly in dump area or other place as directed etc., complete with lead upto 1 km and all lifts.

cum 1050.30

Page 14 of 448


Page 2 of 68

Chapter wise item

No.

S. No



ent i ) For the purpose of payment 1 m width of excavation along boundary of excavation shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate includes controlling fly-rock wherever required. iii ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. iv ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided for excavation by normal blasting or controlled blasting as the case may be.

Labour Component (including contractor's profit and Overheads) cum 413.20 IRR-DAW-1-7 8 Preparing foundation bed for masonry or concrete by benching,

stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet etc.,complete with initial lead upto 50 m and all lifts.

sqm 47.00

Labour Component (including contractor's profit and Overheads) sqm 39.00 IRR-DAW-1-8 9 Preparing foundation bed for cut-off trench filling in rock portion

by removing all loose materials by wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts.

sqm 32.80

Labour Component (including contractor's profit and Overheads) sqm 32.80 IRR-DAW-1-9 10 Drilling 45 to 50 mm dia holes vertical or inclined upto 10

degrees to vertical in rock /masonry / concrete by percussion drilling using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, redrilling through partially set grout wherever required etc., complete for drilling upto 6 m depth from surface. The item rate for drilling through rock / masonry / concrete includes redrilling through partially set grout, if any, in the portion of the hole drilled and grouted.

Rm 220.00

. Beyond 6 m upto 12 m from surface : Rm 242.00 Beyond 12 m upto 18 m from surface : Rm 266.20 Beyond 18 m upto 24 m from surface Rm 292.80 Beyond 24 m upto 30 m from surface Rm 322.10 Beyond 30 m upto 36 m from surface Rm 354.30 Beyond 36 m upto 42 m from surface Rm 389.70 Beyond 42 m upto 48 m from surface Rm 428.70 Labour Component (including contractor's profit and Overheads) Rm 62.10 IRR-DAW-1-10

11 Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes including water intake observations after flushing, cost of all materials, machinery, labour etc., complete.

Rm 61.70

Labour Component (including contractor's profit and Overheads) Rm 25.30 IRR-DAW-1-11(a)

12 Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.

tonne 11460.90

Labour Component (including contractor's profit and Overheads) tonne 4022.20 IRR-DAW-1-12(b)

13 Curtain grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage grouting method including cost of all materials, machinery, labour, redrilling if necessary etc., complete with initial lead upto 1 km and all lifts.

tonne 12755.40

Labour Component (including contractor's profit and Overheads) tonne 5179.90 IRR-DAW-1-13

14 Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with

Each 999.10

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Page 3 of 68

Chapter wise item

No.

S. No



ent L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts.

Labour Component (including contractor's profit and Overheads) Each 144.40 IRR-DAW-1-14

15 Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and other end provided with L- bend for embedding in concrete / masonry for spillway and appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete with initial lead upto 1 km and all lifts.

Each 928.80

Labour Component (including contractor's profit and Overheads) Each 166.20 IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS : IRR-DAW-2-1A

16 Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts.

tonne 55362.42

Labour Component (including contractor's profit and Overheads) tonne 5011.10 IRR-DAW-2-1B

17 Providing, fabricating and placing in position reinforcement steel for RCC above 36 dia with welding and wastage at 2.5%, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts.

tonne 57409.96

Labour Component (including contractor's profit and Overheads) tonne 6587.50 IRR-DAW-2-2 18 Providing and laying insitu vibrated M-15 ( 28 days cube

compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 250 kg /cum with use of super plasticiser equla to 0.4% of cement content, CA : 0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum ))

cum 3840.00

Labour Component (including contractor's profit and Overheads) cum 234.30 IRR-DAW-2-2A (new Item1 2010-11)

19 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 300 kg /cum with use of super plasticiser equla to 0.4% of cement content, CA : 0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.4 cum ))

cum 4167.00

Labour Component (including contractor's profit and Overheads) cum 234.30 IRR-DAW-2-3 20 Providing and laying insitu vibrated M-10 ( 28 days cube

compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 220 kg /cum with use of super plasticiser, CA: 0.98 cum, Blending Ratio of CA --40:30:20:10, FA: 0.37 cum )

cum. 3634.90

Labour Component (including contractor's profit and Overheads) cum. 234.30 IRR-DAW-2-4 21 Providing and laying insitu vibrated M-20 ( 28 days cube cum. 5228.40

Page 16 of 448


Page 4 of 68

Chapter wise item

No.

S. No



ent compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 310 kg / cum with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

Labour Component (including contractor's profit and Overheads) cum. 472.00 IRR-DAW-2-4A (new Item2 2010-11)

22 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 360 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

cum. 5595.00

Labour Component (including contractor's profit and Overheads) cum. 472.00 IRR-DAW-2-4B (new Item3 2010-11)

23 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)

cum. 5759.00

Labour Component (including contractor's profit and Overheads) cum. 472.00 IRR-DAW-2-4C New Item Included in the year 2016-17

23 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts.(Using Transit Mixers) (Cement content : 310 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

cum. 5394.80

Labour Component (including contractor's profit and Overheads) cum. 556.60 IRR-DAW-2-4D New Item Included in the year 2016-17

23 Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations with initial lead upto 1 km and all lifts.(Using Transit Mixers) (Cement content : 380 kg / cum with use of super plasticiser,CA : 0.90 cum, blending

cum. 5911.10

Page 17 of 448


Page 5 of 68

Chapter wise item

No.

S. No



ent ratio of CA--65:35, FA : 0.40 cum)

Labour Component (including contractor's profit and Overheads) cum. 556.60 IRR-DAW-2-5 24 Providing and laying insitu vibrated M-15 ( 28 days cube

compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260 kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA -- 50:30:20, FA : 0.40 cum)

cum. 5131.90


compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum of concrete with use of plums and super plasticiser,, CA : 0.77 cum, Blending Ratio of CA : 50:30:20,FA : 0.34 cum, plums of size 150 to 80 mm : 0.25 cum)

cum. 5055.40


compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content 220 kg /cum with use of super plasticiser,CA : 0.90 cum, Blending Ratio of CA : 50:30:20, FA : 0.40 cum )

cum. 4687.10


compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280 kg /cum with use of super plasticiser,CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum)

cum. 5066.80


compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of spillway bridge, blockouts and such other similar structures with conjested reinforcement with initial lead upto 1 km and all lifts. ( Cement content : 330 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum).

cum. 7154.90

Labour Component (including contractor's profit and Overheads) cum. 2288.10 IRR-DAW-2-10

29 Providing and forming porous concrete body drain of size 68.5 x 68.5 cm with 23 cm diameter central hole using cement and 20

Rm 2644.20

Page 18 of 448


Page 6 of 68

Chapter wise item

No.

S. No



ent mm down approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by volume including cost of all materials, machinery, labour, formwork, curing etc., complete with initial lead upto 1 km and all lifts.(M15 Cement content : 400kg/cum, CA : 1cum, Blending Ratio of CA -- 65:35)

Labour Component (including contractor's profit and Overheads) Rm 782.60 IRR-DAW-2-11(a)

30 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm thick wall 80 cm height with 12.5 cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm coping for pillars with top edges of kerb and coping chamferred / rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt.of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)

Rm 2699.50

Labour Component (including contractor's profit and Overheads) Rm 970.40 IRR-DAW-2-12(b)

31 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC ornamental parapet consisting of 35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.5 m apart, 20 cm x 15 cm posts 80 cm height approximately 30 cm c / c with 12.5 cm thick and 35 cm wide coping slab for posts and pillars with top edges of kerb and coping chamferred or rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement content : 350 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum)

Rm 2771.70

Labour Component (including contractor's profit and Overheads) Rm 1028.60 IRR-DAW-2-13

32 Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5943.50

Labour Component (including contractor's profit and Overheads) cum 1968.50 IRR-DAW-2-14

33 Pre-cooling to control placement temperature of cement concrete in the range of 18 to 21 C at the concrete placement point by inundation of coarse aggregates and adding flaked ice as part of mixing water including cost of all materials, machinery, labour etc., complete with all leads and lifts.

cum 97.30


34 Conveying and fixing elastomeric bearing for spillway bridge including cleaning and preparing surface, mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except bearings, machinery, labour etc., complete with all leads and lifts.

Each 451.60

Page 19 of 448


Page 7 of 68

Chapter wise item

No.

S. No



ent Labour Component (including contractor's profit and Overheads) Each 410.90 IRR-DAW-2-16

35 Providing and constructing 150 mm dia hume pipe weep holes for concrete / masonry walls including providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.

Rm 450.50

Labour Component (including contractor's profit and Overheads) Rm 90.40 IRR-DAW-2-17

36 Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers provided with 25 cm long 12 mm dia. anchors fixed to both flanges at 15 cm c /c and 140 x 6 mm plate welded on top of one of the angle including cost of all materials, machinery, labour, providing and fixing 38 mm thick joint filler board matching the thickness of wearing coat, painting etc., complete with lead upto 1 km and all lifts.

Rm 2001.80

Labour Component (including contractor's profit and Overheads) Rm 409.00 IRR_DAW-3 MASONRY & GUNITING WORKS : IRR_DAW-3-1 37 Providing and constructing un-coursed rubble stone masonry

using approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.( Cement content : 190 kg/cum of masonry, rubble stones : 0.85 cum,stone chips : 0.15 cum/cum, FA : 0.4 cum)

cum 3556.00

Labour Component (including contractor's profit and Overheads) cum 1460.00 IRR_DAW-3-2 38 Providing and constructing un-coursed rubble stone masonry

using approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.( Cement content : 143 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum)

cum 3253.60

Labour Component (including contractor's profit and Overheads) cum 1460.00 IRR_DAW-3-3 39 Providing and constructing coursed rubble face stone masonry

using approved rubble stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts.( Thickness of the CR face assumed: 0.75 m, Cement content : 178 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)

cum 3793.50

Labour Component (including contractor's profit and Overheads) cum 1615.80 IRR_DAW-3-4 40 Providing and constructing coursed rubble face stone masonry

using approved rubble stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts. ( Cement content : 134 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375 cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)

cum 3510.40

Labour Component (including contractor's profit and Overheads) cum 1615.80 IRR_DAW-3-5 41 Providing and constructing chisel drafted and hammer dressed

face stone masonry with approved stones in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts.( Cement content : 167 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

cum 4061.60

Page 20 of 448


Page 8 of 68

Chapter wise item

No.

S. No



ent Labour Component (including contractor's profit and Overheads) cum 1965.80 IRR-DAW-3-6 42 Providing and constructing chisel drafted and hammer dressed

face stone masonry with approved stones in cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts.( Cement content : 125 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

cum 3791.40

Labour Component (including contractor's profit and Overheads) cum 1965.80 IRR-DAW-3-7 43 Providing cement mortar pointing to coursed rubble face stone

masonry 50 mm deep in CM 1 : 2 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.

sqm 147.80

Labour Component (including contractor's profit and Overheads) sqm 111.90 IRR-DAW-3-8 44 Providing cement mortar pointing to coursed rubble face stone

masonry 50 mm deep in CM 1 : 3 proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.

sqm 139.20

Labour Component (including contractor's profit and Overheads) sqm 111.90 IRR_DAW-4 CONTRACTION JOINT WORKS: IRR-DAW-4-1 45 Providing 25 mm thick guniting to rock or masonry surface in

cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, raking-out and cleaning joints, scaffolding wherever required and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

sqm 581.80

Labour Component (including contractor's profit and Overheads) sqm 225.60 IRR-DAW-4-2 46 Providing and constructing contraction joints by fixing 16 SWG 60

cm wide annealed copper sheets in two lines with 8 mm dia steel dowel rods on either side at one metre interval, forming 125 x 125 mm size groove in between copper strips for filling asphalt including fixing 15 mm dia two legged G.I pipe with U - bend at bottom for circulation of steam at intervals and forming 150 mm dia formed drain behind water seals including cost of all materials, machinery, labour, filling asphalt, circulation of steam through pipes etc., complete with all leads and lifts.

Rm 14193.30

Labour Component (including contractor's profit and Overheads) Rm 227.70 IRR-DAW-4-3 47 Providing and constructing contraction joints by fixing 310 mm

wide central bulb type approved quality PVC water stop in two lines with 8 mm diameter steel dowel rods on either side at 1m interval, forming 125 x 125 mm size groove in between two water stops, providing & fixing 15 mm dia two legged G.I pipe with U-bend at bottom for circulation steam at interval, forming 150 mm diameter formed drain behind water seals including filling groove with asphalt, circulation of steam at intervals, cost of all materials, machinery, labour etc., complete with all leads and lifts.

Rm 2357.50

Labour Component (including contractor's profit and Overheads) Rm 152.70 IRR-DAW-4-4 48 Providing and constructing contraction joints by fixing 16 SWG 60

cm wide annealed copper sheets in single line with 8 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour etc., complete with all leads and lifts.

Rm 6582.30

Labour Component (including contractor's profit and Overheads) Rm 174.30 IRR-DAW-4-5 49 Providing and constructing contraction joints by fixing 23 cm

wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts.

Rm 255.00

Page 21 of 448


Page 9 of 68

Chapter wise item

No.

S. No



ent Labour Component (including contractor's profit and Overheads) Rm 140.80 IRR-DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS : IRR-DAW-5-1 50 Providing hearting embankment using selected impervious soil

from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 151.10

Labour Component (including contractor's profit and Overheads) cum 26.90 IRR-DAW-5-2 51 Providing cut-off trench filling using selected impervious soil

from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

cum 162.50

Labour Component (including contractor's profit and Overheads) cum 29.30 IRR-DAW-5-3 52 Providing casing embankment using semi-pervious soil from

approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

cum 162.50

Labour Component (including contractor's profit and Overheads) cum 29.30 IRR-DAW-5-4 53 Providing casing embankment using semi-pervious soil available

from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 95 percent using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

cum 137.20

Labour Component (including contractor's profit and Overheads) cum 24.80 IRR-DAW-5-4-A (New Item1 -2011-12)

54 Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all other operations such as re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning, watering, compacting to specified density control of not less than 90 percent using 2Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts. (For Maintenance Works)

cum 93.90

Labour Component (including contractor's profit and Overheads) cum 24.80 IRR-DAW-5-5 55 Providing homogeneous embankment using soil from approved

borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 153.70

Labour Component (including contractor's profit and Overheads) cum 27.50

Page 22 of 448


Page 10 of 68

Chapter wise item

No.

S. No



ent IRR-DAW-5-6 56 Providing embankment adjacent to masonry / concrete

structures and filling trial pits using impervious soil from approved borrow areas in layers of 10 to 15 cm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto 1 km and all lifts.

cum 316.30

Labour Component (including contractor's profit and Overheads) cum 153.80 IRR-DAW-5-7 57 Providing and constructing rockfill embankment with 300 mm

down graded stones and quarry spalls from approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes etc., complete with initial lead upto 1 km and all lifts.

cum 482.40

Labour Component (including contractor's profit and Overheads) cum 137.50 IRR-DAW-5-8 58 Providing and constructing dry rubble rock-toe using rubble and

stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts.

cum 585.40

Labour Component (including contractor's profit and Overheads) cum 267.10 IRR-DAW-5-9 59 Providing and constructing dry rubble rock-toe with rubble and

stone chips from dump yard including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 1 km and all lifts. Note: Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble /stone chips. Sorting out and breaking charges included in rate analysis.

cum 554.10

Labour Component (including contractor's profit and Overheads) cum 188.90 IRR-DAW-5-9-A (New Item4-2012-13)

60 Providing and constructing Dry rock Pitching for Groynes using Un-Coursed rubble stone of size 300 mm thick and Un-Coursed rubble stone chips from Quarry to site of work including cost of all materials, Machinery, Labour charge hand packing Un-Course rubble stone &chips to the designed profile with all leads and lifts etc

cum 808.30


61 Providing and laying 30 cm diameter open jointed hume pipes with collars in rock-toe for drainage including cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.

Rm 645.00

Labour Component (including contractor's profit and Overheads) Rm 42.80 IRR-DAW-6 FILTER & PITCHING WORKS : IRR-DAW-6-1 62 Providing and constructing 1.20 m internal diameter and

average 3 m height RCC manhole with 60 cm dia. top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard coarse aggregate, 20 cm thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cm thick for cover including providing 12 mm dia reinforcement bars at 30 cm c / c bothways for bed / sides / cut-off wall / top slab / rungs and 8 mm dia bars at 15 cm c / c bothways for cover, excavation for foundation, providing 30 cm dia hume pipe outlet, cost of all materials, machinery, labour, formwork, scaffolding, batching, mixing, laying, vibrating, finishing, curing etc., complete with lead upto 1 km and all lifts.( Cement content : 300 kg/cum , CA : 0.80 cum, Blending Ratioof CA -- 65:35,FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)

Each 49735.70

Labour Component (including contractor's profit and Overheads) Each 14535.40 IRR-DAW-6-2 63 Providing and constructing longitudinal and cross graded filter

drains using sand and 80-20 mm and 20 mm down graded cum 984.90

Page 23 of 448


Page 11 of 68

Chapter wise item

No.

S. No



ent aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc. complete with initial lead upto 50 m and all lifts.

Labour Component (including contractor's profit and Overheads) cum 207.80 IRR-DAW-6-3 64 Providing and constructing 1.40 m thick vertical or inclined

graded filter media consisting of 20 cm thick sand layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick 80-20 mm coarse aggregate layer using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 1008.60

Labour Component (including contractor's profit and Overheads) cum 207.80 IRR-DAW-6-4 65 Providing and constructing graded filter media below and behind

rock-toe consisting of 20 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 943.90

Labour Component (including contractor's profit and Overheads) cum 186.70 IRR-DAW-6-4-A (New Item2 2011-12)

66 Providing and constructing graded filter media below and behind rock-toe consisting of 30 cm thick, 80 - 20 mm size graded coarse aggregates satisfying filter creteria as per specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 928.70

Labour Component (including contractor's profit and Overheads) cum 70.40 IRR-DAW-6-5 67 Providing and laying filter media consisting of 2 layers of 250

gsm poly-propeline non-woven filter fabric and 400 mm thick 20 mm down graded coarse aggregate for vertical / inclined and horizontal filter blanket for embankment including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.

sqm 639.70

Labour Component (including contractor's profit and Overheads) sqm 81.00 IRR-DAW-6-5A (New Item included in 2016-17)

67 Providing and constructing sand filters below Revetment for Minor Works using clean approved sand satisfying filter creteria including cost of all materials, machinery, labour, compacting etc., complete with initial lead upto 50 m and all lifts.

cum 697.00

Labour Component (including contractor's profit and Overheads) sum 49.25 IRR-DAW-6-6 68 Providing and constructing 45 cm thick chimney filter using clean

approved sand satisfying filter creteria including cost of all materials, machinery, labour, compacting etc., complete with initial lead upto 50 m and all lifts.

cum 845.50

Labour Component (including contractor's profit and Overheads) cum 165.50 IRR-DAW-6-7 69 Providing and constructing 90 cm thick transition cum filter

media behind rockfill using approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteria in layers of 30 cm thickness each as per specifications including cost of all materials, machinery, labour, laying each layer to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 1010.40

Labour Component (including contractor's profit and Overheads) cum 218.40 IRR-DAW-6-8 70 Providing and constructing 60 cm thick hand packed rough stone

revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

sqm 949.10

Labour Component (including contractor's profit and Overheads) sqm 237.00 IRR-DAW-6-9 71 Providing and constructing 60 cm thick hand packed rough stone sqm 1109.50

Page 24 of 448


Page 12 of 68

Chapter wise item

No.

S. No



ent revetment with 65 to 75 cm long through stones at 1.50 m c / c over a backing of 60 cm thick graded filter media consisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 20 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

Labour Component (including contractor's profit and Overheads) sqm 268.70 IRR-DAW-6-10

72 Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts.

sqm 870.50


73 Providing and constructing 75 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips, etc., complete with initial lead upto 50 m and all lifts.

sqm 960.70


74 Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto 50 m and all lifts.

sqm 1069.80


75 Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over 20 mm thick sand backing including cost of all materials, machinery, labour including preparing surface, spreading sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts.

sqm 148.50

Labour Component (including contractor's profit and Overheads) sqm 91.70 Chapter II

IRR-TAW TUNNEL AND ALLIED WORKS IRR-TAW-1 EXCAVATION : IRR-TAW-1-1 76 Excavation for adit by tunnelling methods in all types of rock

including cost of all materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside adit upto specified dump area and all other ancillary operations etc., complete with initial lead upto 50 m and all lifts.

cum 2014.10

Labour Component (including contractor's profit and Overheads) cum 798.30 IRR-TAW-1-2 77 Excavation for vertical / inclined shaft in all types of soft / hard

rock including cost of all materials, machinery, labour, shoring, strutting, scaling excavated surface, ventilation, lighting, drainage, removing and hauling excavated muck outside shaft upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

cum 2886.60

Labour Component (including contractor's profit and Overheads) cum 1622.80 IRR-TAW-1-3 78 Excavation for tunnel by tunnelling methods in rock not

requiring supports including cost of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

cum 2057.90


Page 25 of 448


Page 13 of 68

Chapter wise item

No.

S. No



ent IRR-TAW-1-4 79 Excavation for tunnel by tunnelling methods including

excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

cum 2113.70

Labour Component (including contractor's profit and Overheads) cum 812.70 IRR-TAW-1-5 80 Excavation for tunnel by heading and benching tunnelling

methods including excavation for supports in all types of soil / rock strata requiring supports ( excluding cost of providing supports ) for roof before benching including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage removing and hauling excavated muck outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts. NOTE: Where mucking is to be carried out through shaft using winch and mucking tub system increase the basic rates for items 3, 4 & 5 by 8 percent.

cum 2176.30

Labour Component (including contractor's profit and Overheads) cum 869.70 IRR-TAW-1-6 81 Removing and hauling muck overfallen due to natural causes

such as geological faults etc., out of tunnel including breaking large fragments by blasting if necessary and disposing off the same in specified dump area or as directed including cost of all materials, machinery, labour, ventilation, drainage, lighting and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

cum 418.50

Labour Component (including contractor's profit and Overheads) cum 122.20 IRR-TAW-2 DEWATERING & GUNITING WORKS : IRR-TAW-2-1 82 Dewatering tunnel by pumping out water collected by natural

drainage inside tunnel including providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting, ventilation and all other ancillary operations etc., complete.

Kwhr 29.10

Labour Component (including contractor's profit and Overheads) Kwhr 11.40 IRR-TAW-2-2 83 Providing 25 mm thick guniting to sides and arch of tunnel in

cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.

sqm 709.50

Labour Component (including contractor's profit and Overheads) sqm 253.70 IRR-TAW-2-3 (new Item4 2010-11)

84 Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5 mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts, centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as per specification and as directed by Engineer-in-Charge

sqm 1567.40

Labour Component (including contractor's profit and Overheads) sqm 253.70 IRR-TAW-3 TEMPORARY & PERMANENT SUPPORTS : IRR-TAW-3-1 85 Providing and fixing 25 mm diameter steel rock bolts with

mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.

Rm 1213.70

Labour Component (including contractor's profit and Overheads) Rm 418.40 IRR-TAW-3-2 86 Providing and fixing 25 mm diameter steel rock bolts with resin

bond cement capsule anchorage including drilling 35 mm dia Rm 1162.90

Page 26 of 448


Page 14 of 68

Chapter wise item

No.

S. No



ent holes, inserting grout capsule, driving bolt,fixing 10 mm thick plate washers and nuts and tightening the same by torque wrench after hardening of cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts.

Labour Component (including contractor's profit and Overheads) Rm 387.70 IRR-TAW-3-3 87 Providing, fabricating and fixing in position permanent structural

steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

tonne 100029.70

Labour Component (including contractor's profit and Overheads) tonne 22416.90 IRR-TAW-3-4 88 Providing, fabricating and fixing in position temperary structural

steel supports as per details and dismantling the same before concreting including cost of all materials, machinery, labour, cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary operations etc.,complete with initial lead upto 1 km and all lifts.

tonne 25708.90

Labour Component (including contractor's profit and Overheads) tonne 11192.80 IRR-TAW-3-5 89 Providing and fixing hard variety cut jungle wood for lagging /

blocking locations in tunnel wherever required including cost of all materials, machinery, labour, fixing in position, lighting, ventilation, drainage etc complete with all leads and lifts.

cum 37406.70

Labour Component (including contractor's profit and Overheads) cum 2102.60 IRR-TAW-4 MASONRY WORKS : IRR-TAW-4-1 90 Providing and constructing un-coursed rubble stone masonry

with approved stones from tunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on tunnel sides due to geological faults etc., including cost of all materials, machinery, labour, cleaning,scaffolding, packing mortar, wedging stone chips, curing, ventilation, lighting, drainage complete with lead upto 1 km and all lifts.(cement content : 95 kg/cum of masonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum,FA : 0.40 cum)

cum 2850.00

Labour Component (including contractor's profit and Overheads) cum 1140.20 IRR-TAW-5 REINFORCEMENT & CONCRETE WORKS : IRR-TAW-5-1 91 Providing, fabricating and placing in position reinforcement steel

for tunnel RCC works including cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour, machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.

tonne 71213.80

Labour Component (including contractor's profit and Overheads) tonne 14213.20 IRR-TAW-5-2 92 Providing and laying insitu vibrated M-10 ( 28 days cube

compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates crushed from tunnel excavated muck for filling and levelling over-cuts in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting, ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum, Superplasticizer 0.4% by wt. of cement)

cum 5753.40

Labour Component (including contractor's profit and Overheads) cum 1098.10 IRR-TAW-5-3 93 Providing and laying insitu vibrated M-20 ( 28 days cube

compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for kerb and bed lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing,

cum 7081.80

Page 27 of 448


Page 15 of 68

Chapter wise item

No.

S. No



ent ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Labour Component (including contractor's profit and Overheads) cum 1365.80 IRR-TAW-5-4 94 Providing and laying insitu vibrated M-20 ( 28 days cube

compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for sides and arch lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting, drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 7253.00

Labour Component (including contractor's profit and Overheads) cum 1034.40 IRR-TAW-6 DRILLING & GROUTING WORKS : IRR-TAW-6-1 95 Drilling 32 mm diameter grout holes in concrete / rock by

percussion drilling using jack hammer or stooper drills as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainage and all other ancillary operations etc., complete.

Rm 464.90

Labour Component (including contractor's profit and Overheads) Rm 201.10 IRR-TAW-6-2 96 Grouting cement slurry in grout holes under specified pressure

for consolidation / contact grouting including cost of all materials, machinery, labour, redrilling wherever necessary, ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts.

tonne 12079.70

Labour Component (including contractor's profit and Overheads) tonne 3141.70 IRR-TAW-6-3 97 Drilling 75 mm diameter drainage holes vertical or inclined in

rock / concrete in tunnel by percussion drilling using waggon drill or other suitable drilling equipment including cost of all materials, machinery, labour, ventilation, lighting, drainage etc., complete.

Rm 403.60

Labour Component (including contractor's profit and Overheads) Rm 82.10 Chapter III

IRR-CAW CANAL AND ALLIED WORKS IRR-CAW-1 EXCAVATION WORKS : IRR-CAW-1-1 98 Excavation in all kinds of soil including boulders upto 0.3 m

diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts.

cum 107.80

Labour Component (including contractor's profit and Overheads) cum 33.20 IRR-CAW-1-2 99 Excavation in all kinds of soil including boulders upto 0.30 m dia

for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m. (Machinery excavation and manual conveyance)

cum 59.30

Labour Component (including contractor's profit and Overheads) cum 27.80 IRR-CAW-1-2A (New Item

99 Excavation in all kinds of soil including boulders upto 0.30 m dia for Silt Removal from the Tank Bed and bringing it to the required profile including cost of all materials, machinery, labour,

cum 43.00

Page 28 of 448


Page 16 of 68

Chapter wise item

No.

S. No



ent included in 2016-17)

placing the excavated stuff for disposal with initial lead of 10 m and lift upto 3 m (Machinery excavation and manual conveyance)

Labour Component (including contractor's profit and Overheads) cum 7.45 IRR-CAW-1-3 100 Excavation in ordinary rock (including HDR) without blasting

including boulders above 0.30 m upto 0.6 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.

cum 146.30

Labour Component (including contractor's profit and Overheads) cum 48.60 IRR-CAW-1-4 101 Excavation in ordinary rock (including HDR) without blasting

including boulders above 0.3 m upto 0.60 m dia. for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road as directed etc.,complete with lead upto 10 m and lift upto 3 m. (Machinery excavation and manual conveyance)

cum 97.10

Labour Component (including contractor's profit and Overheads) cum 44.80 IRR-CAW-1-5 102 Excavation in hard rock (including F&F rock) requiring blasting

including boulders above 0.6 m upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts.

cum 226.10

Labour Component (including contractor's profit and Overheads) cum 87.30 IRR-CAW-1-6 (a)

103 Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with initial lead upto 1 km and all lifts.i ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth excavation in hard rock is less than 3 m.ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required.

cum 553.80

Labour Component (including contractor's profit and Overheads) cum 185.00 IRR-CAW-1-7 (b)

104 Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved controlled blasting methods for canals, cut-off trench of embankment, filter / catch-water drains etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, costof all materials, machinery, labour, placing excavated rock neatly in approved dump area or other place as directed etc., complete with lead upto 1 km and all lifts. i) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth excavation in hard rock is less than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required.

cum 684.00

Labour Component (including contractor's profit and Overheads) cum 183.60 IRR-CAW-1-8( c)

105 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing canal sides neatly on either side to required profile by line drilling and smooth blasting including

cum 1244.20

Page 29 of 448


Page 17 of 68

Chapter wise item

No.

S. No



ent removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts.i) For excavation of canal below free board level combination of normal controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be.ii ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m.iii ) The rate includes controlling fly-rock wherever required.iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval.v ) In case, where the above criteria is not fulfilled payment shall be restricted to the rate provided for excavation by normal blasting or controlled blasting as the case may be.

Labour Component (including contractor's profit and Overheads) cum 488.30 IRR-CAW-1-9(a)

106 Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts. i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate includes levelling canal bed by hammering /chiselling all rock projections wherever required.

cum 330.20

Labour Component (including contractor's profit and Overheads) cum 57.70 IRR-CAW-1-10(b)

107 Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved controlled blasting methods for canals, cut-off trench of embankment etc., including controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, cost of all materials, machinery, labour, placing excavated rock neatly in approved dump area or other place as directed etc., complete with lead upto 1 km and all lifts.i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations is required.

cum 478.90

Labour Component (including contractor's profit and Overheads) cum 66.10 IRR-CAW-1-11(c)

108 Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing canal sides neatly on either side to required profile by line drilling and smooth blasting including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in dump area or other place as directed, cost of all materials, machinery, labour etc., complete with lead upto 1 km and all lifts. i ) For excavation of canal below free board level combination of normal controlled blasting and line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose of payment 1 m width of excavation on either side shall be treated as excavation by line drilling and smooth blasting and remaining portion shall be treated as excavation by normal / controlled blasting as the case may be. ii ) The rate under this item shall be adopted for canals designed

cum 790.50

Page 30 of 448


Page 18 of 68

Chapter wise item

No.

S. No



ent for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. iii ) The rate includes controlling fly-rock wherever required. iv ) The rate under this item shall be paid only on ascertaining that the excavated face has come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection and are spaced at specified interval. v ) In case, where the above criteria is not fulfilled payment shall be restricted to the rate provided for excavation by normal blasting or controlled blasting as the case may be.

Labour Component (including contractor's profit and Overheads) cum 148.60 IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL : IRR-CAW-2-1 109 Providing impervious hearting embankment with selected soil

from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 217.00

Labour Component (including contractor's profit and Overheads) cum 43.60 IRR-CAW-2-2 110 Providing impervious hearting embankment with selected soil


cum 209.80

Labour Component (including contractor's profit and Overheads) cum 42.80 IRR-CAW-2-3 111 Providing semi-pervious / pervious casing embankment using soil

from approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 216.80


from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 213.20


from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 197.40


Page 31 of 448


Page 19 of 68

Chapter wise item

No.

S. No



ent IRR-CAW-2-6 114 Providing hearting / casing embankment with homogeneous soil


cum 187.20

Labour Component (including contractor's profit and Overheads) cum 35.80 IRR-CAW-2-7 115 Providing hearting / casing embankment with homogeneous soil


cum 180.70

Labour Component (including contractor's profit and Overheads) cum 35.10 IRR-CAW-2-8 116 Providing casing embankment using homogeneous soil from

approved borrow area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 169.60

Labour Component (including contractor's profit and Overheads) cum 32.30 IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL : IRR-CAW-3-1 117 Providing impervious hearting embankment with soil from

approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to achieve density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.

cum 165.20

Labour Component (including contractor's profit and Overheads) cum 33.30 IRR-CAW-3-2 118 Providing impervious hearting embankment with soil from

approved dump areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to achieve density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.

cum 159.50


from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 160.50

Labour Component (including contractor's profit and Overheads) cum 32.40 IRR-CAW-3-4 120 Providing semi-pervious / pervious casing embankment using soil cum 154.50

Page 32 of 448


Page 20 of 68

Chapter wise item

No.

S. No



ent from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.


from approved dump area in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

cum 144.70

Labour Component (including contractor's profit and Overheads) cum 29.20 IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL : IRR-CAW-4-1 122 Providing impervious hearting embankment with soil collected in

embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

cum 73.10

Labour Component (including contractor's profit and Overheads) cum 13.90 IRR-CAW-4-2 123 Providing impervious hearting embankment with soil collected in

embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

cum 67.70

Labour Component (including contractor's profit and Overheads) cum 14.30 IRR-CAW-4-3 124 Providing semi-pervious / pervious casing hearting embankment

using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

cum 73.10


collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.

cum 67.70


collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in

cum 55.80

Page 33 of 448


Page 21 of 68

Chapter wise item

No.

S. No



ent layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete.

Labour Component (including contractor's profit and Overheads) cum 10.30 IRR-CAW-4-6 127 Providing compacted embankment for field irrigation channels

with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto 50 m and all lifts. ( manual work with water pump)

cum 403.10

Labour Component (including contractor's profit and Overheads) cum 398.40 IRR-CAW-5 FOUNDATION FILLING WORKS : IRR-CAW-5-1 128 Providing rubble and sand filling in layers of 22.5 to 30 cm

including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

cum 890.70

Labour Component (including contractor's profit and Overheads) cum 211.30 IRR-CAW-5-1A (New Item included in 2016-17)

128 Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

cum 753.00

Labour Component (including contractor's profit and Overheads) cum 105.66 IRR-CAW-5-2 129 Providing rubble and Murum filling in layers of 22.5 to 30 cm

including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

cum 734.00

Labour Component (including contractor's profit and Overheads) cum 211.30 IRR-CAW-5-3 130 Providing and laying 25 cm thick sand blanket below

embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.

sqm 188.30

Labour Component (including contractor's profit and Overheads) sqm 26.50 IRR-CAW-5-3-A (New Item 3 -2011-12)

131 Providing and laying sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc., complete with initial lead upto 50 m and all lifts.

cum 753.30

Labour Component (including contractor's profit and Overheads) cum 105.70 IRR-CAW-5-4 132 Providing and constructing dry rubble rock-toe using rubble and

stone chips from approved source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto 50 m and all lifts.

cum 649.90

Labour Component (including contractor's profit and Overheads) cum 146.30 IRR-CAW-5-5 133 Providing and constructing longitudinal and cross graded filter

drains using sand and 20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 940.30

Labour Component (including contractor's profit and Overheads) cum 197.20 IRR-CAW-5-6 134 Laying Longitudinal Drains and Transverse drains of Size 600

x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including excavation of drains and Cost of procuring of all materials

Rm 428.50

133 Rm 37.40 IRR-CAW-5-7 135 Laying and fixing of 100 mm Dia 300 mm long precast porus CC

plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including excavation of drains and Cost of procuring of all materials

one plug

402.10

Labour Component (including contractor's profit and Overheads) one 158.50

Page 34 of 448


Page 22 of 68

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ent plug

IRR-CAW-5-8 136 Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of 15 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approved materials satisfying specified filter creteria as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 1009.50

Labour Component (including contractor's profit and Overheads) cum 197.20 IRR-CAW-5-9 137 Providing and constructing graded filter media below and behind

rock-toe consisting of 20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter creiteria below rock-toe as per specifications including cost of all materials, machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

cum 1094.80

Labour Component (including contractor's profit and Overheads) cum 184.10 IRR-CAW-5-10(a)

138 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts. Using 200 gsm filter fabric.

sqm 370.40

Labour Component (including contractor's profit and Overheads) sqm 44.00 IRR-CAW-5-11(b)

139 Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts. Using 250 gsm filter fabric.

sqm 384.70

Labour Component (including contractor's profit and Overheads) sqm 44.00 IRR-CAW-6 ROCK FILL WORKS : IRR-CAW-6-1 140 Providing and constructing rockfill casing to canal embankment

with graded stones and spalls from approved quarry including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts.

cum 578.70

Labour Component (including contractor's profit and Overheads) cum 75.70 IRR-CAW-6-2 141 Providing and constructing rockfill casing to canal embankment

with graded stones and spalls available in dump yard including cost of all materials, machinery, labour, spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc., complete with initial lead upto 50 m and all lifts. Stones and spalls available in dump yard will be issued at specified issue rate.

cum 346.20

Labour Component (including contractor's profit and Overheads) cum 97.40 IRR-CAW-7 CANAL LINING WORKS : IRR-CAW-7-1 142 Providing cohesive non-swelling ( CNS ) soil lining to canals using

soil from approved borrow area including spreading soil in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 98 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts.

cum 248.90


Page 35 of 448


Page 23 of 68

Chapter wise item

No.

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ent IRR-CAW-7-2 143 Providing cohesive non-swelling ( CNS ) soil lining to canals using

soil from approved borrow area including spreading soil in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with initial lead upto 1 km and all lifts.

cum 243.20

Labour Component (including contractor's profit and Overheads) cum 90.00 IRR-CAW-7-3 144 Providing cohesive non-swelling ( CNS ) soil lining to canal using

soil collected in heaps along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from canal excavation in CNS soil reach including spreading in layers of thickness not more than 15 cm, breaking clods, watering, compacting to density control of not less than 95 percent or as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all lifts.

cum 133.20

Labour Component (including contractor's profit and Overheads) cum 70.90 IRR-CAW-7-4 145 Providing and fixing 20 x 20 x 75 cm size top surface neatly

dressed canal bed level stones including cost of all materials, labour, excavation, fixing in position to correct level etc., complete with lead upto 50 m and all lifts.

Each 133.70

Labour Component (including contractor's profit and Overheads) Each 94.00 IRR-CAW-7-5 146 Providing, fabricating and placing in position reinforcement steel

bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, tying with 1.25 mm dia.soft annealed steel wire, welding wherever required including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.(1.05 tonne/tonne of steel)

kg 60.30

Labour Component (including contractor's profit and Overheads) kg 10.00 IRR-CAW-7-6 147 Providing and laying 75 mm thick in-situ M-15 ( 28 days cube

compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43 Gr Cement content: (300kg /cum) 22.5 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)

sqm 440.90

Labour Component (including contractor's profit and Overheads) sqm 39.70 IRR-CAW-7-7 148 Providing and laying 80 mm thick in-situ M-15 ( 28 days cube

compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. ( 43 Gr Cement content: (300kg /cum) 24 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:84.48 cum including the extra quantity of concrete for curvatures and bends etc.,)

sqm 458.90

Labour Component (including contractor's profit and Overheads) sqm 39.70 IRR-CAW-7-8 149 Providing and laying 100 mm thick in situ M-15 (28 days cube

compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using, vibrating, cylinder type

sqm 555.70

Page 36 of 448


Page 24 of 68

Chapter wise item

No.

S. No



ent mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othere side of canal etc., complete with initial lead upto 1 Km and all lifts. ( 43 Gr Cement content: (300kg /cum) 30 kg / sqm for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum, equivalent concrete volume:88 cum including the extra quantity of concrete for curvatures and bends etc.,)

Labour Component (including contractor's profit and Overheads) sqm 46.00 IRR-CAW-7-9 150 Dismantling, shifting and re-erecting mechanical concrete paver

and DG set with all accessories across canal CD work or other locations wherever shifting and re-erecting is necessary including aligning paver correctly for continuing canal lining work, cost of all materials, machinery, labour etc., complete with all leads and lifts. Note: Local shifting and re-erection of paver for LH and RH side lining included in concrete lining rates under items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed.

shifting

11442.10

Labour Component (including contractor's profit and Overheads) shifting

8873.30

IRR-CAW-7-10

151 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (Only forManually operated)

cum 4904.90

Labour Component (including contractor's profit and Overheads) cum 1642.50 IRR-CAW-7-11

152 Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/sqm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregade for bed and side lining of canal(100 mm thick) including, finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead up to 50 m and all lifts ( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5058.20


153 Providing and laying 100mm thick insitu vibrated M-10 (28 days cube compressive strength-not less than 10.00 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in position forming contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with all leads & lifts. (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

sqm 522.50

Labour Component (including contractor's profit and Overheads) sqm 46.00

Page 37 of 448


Page 25 of 68

Chapter wise item

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ent IRR-CAW-7-13

154 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5018.20


155 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining(150 mm thick) of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5350.00


156 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining(of thickness 100 mm) of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5581.50

Labour Component (including contractor's profit and Overheads) cum 1887.00 IRR-CAW-7-15A (New Item included in 2016-17)

156 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining(of thickness 100 mm) of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Manual Lining) (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5103.00


157 Providing and laying 150mm thick insitu vibrated M-15 (28 days cube compressive strength-not less than 15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical paver including cost of all materials mechinery labour batching mixing placing in position forming contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other side etc.complete with all leads & lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.44 cum) (Paver)

sqm 733.60


Page 38 of 448


Page 26 of 68

Chapter wise item

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ent IRR-CAW-7-17

158 Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 grade concrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel moulded as per specifications and drawing in CM 1:4 proportion including cost of all materials, machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying, conveying and fixing in position including necessary excavation for seating, finishing joints in CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts.

Rm 1081.90

Labour Component (including contractor's profit and Overheads) Rm 366.40 IRR-CAW-7-18

159 Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.

Each 125.40

Labour Component (including contractor's profit and Overheads) Each 60.80 IRR-CAW-7-19

160 Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.

Each 167.30


161 Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts.

Each 195.30



Each 248.80



Each 353.30


164 Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts.

Each 216.70


165 Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and side lining of canal laid on rock including cost of all materials, machinery, labour etc., complete with all leads and lifts.

Each 317.20


166 Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarse aggregate filter including cost of all materials, labour, excavation of pit etc., complete with lead upto 50 m and all lifts.

Each 46.50


167 Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs with pointing and finishing joints neatly in CM 1:3 proportion for canal / field channel lining including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc., complete with lead upto 50 m and all lifts.

sqm 409.80


Page 39 of 448


Page 27 of 68

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ent IRR-CAW-7-27

168 Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

sqm 109.10

Labour Component (including contractor's profit and Overheads) sqm 87.50 IRR-CAW-7-28

169 Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining including necessary excavation, refilling, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Rm 64.30


170 Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc., complete with all leads and lifts.

Each 254.80


171 Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying, joining etc., complete with all leads and lifts. Using 500 micron thick LDPE sheet.

sqm 132.50

Labour Component (including contractor's profit and Overheads) sqm 13.00 If the surface on which the LDPE sheet is to be laid is too rough

and undulating provide 75 mm thick sand backing to LDPE sheet. For providing 75 mm thick Sand for backing add

sqm 61.20



sqm 187.00



sqm 255.20


174 Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler boards for stone masonry lining of canal including cost of all materials, labour etc., complete with all leads and lifts.

Rm 177.70


175 Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.

Rm 76.70


176 Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.

Rm 111.70


177 Providing and forming 35 mm wide and 10 mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete with all leads and lifts.

Rm 26.30


178 Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing

Each 102.90

Page 40 of 448


Page 28 of 68

Chapter wise item

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ent etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum)


179 Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum)

Each 75.20


180 Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)

Each 39.90


181 Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),CA : 0.68 cum, FA : 0.43cum)

Each 32.20


182 Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28 days cube compressive strength not less than 15 N/Sqmm) cement concrete using 20 mm down grades coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.80 cum, FA : 0.45cum, Blending Ratio of CA--65:35)

Each 88.00


183 Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)

Each 42.20


184 Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube compressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying, compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)

Each 31.60

Labour Component (including contractor's profit and Overheads) Each 22.60 IRR-CAW-7- 185 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 cum 2537.90

Page 41 of 448


Page 29 of 68

Chapter wise item

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ent 44 proportion for canal side lining using stones and chips from

approved quarry including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum, Stone Chips : 0.15cum,Through Stones 20 x 20 x 30cm : 1/sqm)


186 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from approved quarry including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.(with no pin headers)(Thickness of the Masonry assumed:0.3 m, rubble stones : 1.1 cum)

cum 4187.80


187 Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side lining using stones and chips from canal excavation including cost of all materials, machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm)

cum 2395.40


188 Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining using stones from canal excavation including cost of all materials, machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.(with no pin headers)( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)

cum 3962.10

Labour Component (including contractor's profit and Overheads) cum 2757.90 IRR-CAW-8 ROCK PITCHING IRR-CAW-8-1 189 Providing and constructing 25 cm thick dry rubble stone pitching

with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)

sqm 243.00

Labour Component (including contractor's profit and Overheads) sqm 66.60 If 15 cm thick murum bed is to be provided below pitching add sqm 67.10 Labour Component (including contractor's profit and Overheads) sqm 21.10 IRR-CAW-8-1-A (New Item4 - 2011-12)

190 Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.207 cum/sqm, Stone Chips : 0.3375cum/sqm, Pin Headers 30cm : 2/sqm) (For Maintenance Works)

sqm 231.20

Labour Component (including contractor's profit and Overheads) sqm 66.60 IRR-CAW-8-2 191 Providing and constructing 25 cm thick dry rubble stone pitching

including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.33 cum/sqm)

sqm 277.00

Labour Component (including contractor's profit and Overheads) sqm 161.30 IRR-CAW-8-2 - A (New Item5 - 2011-12)

192 Providing and constructing 225 mmm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.(with no pin headers)( rubble stones : 0.2475 cum/sqm) (For Maintenance Works)

sqm 223.00


with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead

sqm 266.00

Page 42 of 448


Page 30 of 68

Chapter wise item

No.

S. No



ent upto 50 m and all lifts.( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)



sqm 332.40


with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)

sqm 401.10



sqm 498.60

Labour Component (including contractor's profit and Overheads) sqm 290.50 IRR-CAW-8-7 197 Providing and constructing 30 cm thick rubble stone pitching set

in CM 1: 5 proportion with pin headers at 2 per sqm in including cost of all materials, labour, packing chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)

sqm 593.60

Labour Component (including contractor's profit and Overheads) sqm 113.70 IRR-CAW-8-8 198 Providing and Constructing 30 cm thick rubble stone pitching set

in CM 1:5 Proportion including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete( rubble stones : 0.33 cum/sqm )

sqm 462.60

Labour Component (including contractor's profit and Overheads) sqm 25.00 IRR-CAW-8-9 199 Providing and constructing 30 cm thick dry khandki stone

pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)

sqm 395.80


200 Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm size khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 25- 30 cm height : 1200 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)

sqm 398.80


201 Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm size khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1:3 proportion including cost of all materials, labour, packing chips and mortar, finishing, curing etc.complete with initial lead upto 50 m and all lifts.( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)

sqm 704.80


202 Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3 proportion including cost of all materials, labour, packing chips and mortar, finishing, curing etc., complete with initial lead upto 50 m and all lifts.( Khandki stones 25- 30 cm height : 730 Nos/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/sqm)

sqm 832.90


Page 43 of 448


Page 31 of 68

Chapter wise item

No.

S. No



ent IRR-CAW-8-13

203 Providing 10 cm thick approved type grass turfing to the side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.(FA : 2 cum/sqm)

sqm 143.20


204 Providing 10 cm thick approved type grass turfing to the side slopes of canal icluding cost of all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.with no sand

sqm 92.50

Labour Component (including contractor's profit and Overheads) sqm 49.40 Chapter IV

IRR-CCDW CANAL CROSS DRAINAGE WORKS IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS : IRR-CCDW-1-1

205 (manual means of excavation and conveyance) Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

cum 334.50

Labour Component (including contractor's profit and Overheads) cum 334.50 IRR-CCDW-1-2

206 Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ( depth upto 3 meters)

cum 101.90


207 (manual means of excavation and conveyance) Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

cum 473.60


208 ( Data adopted from MORTH) (manual means of excavation and conveyance) Excavation in ordnary rock (including HDR) without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

cum 129.60


209 (manual means of excavation after blasting and conveyance)Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

cum 455.70


210 (manual means of excavation after blasting and conveyance) Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in specified dump area or stack yard as

cum 670.80

Page 44 of 448


Page 32 of 68

Chapter wise item

No.

S. No



ent directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.


211 (manual means of excavation after controlled blasting and conveyance) Hard Rock ( blasting prohibited ) ( Data adopted from MORTH) Excavation in hard rock with blasting ( blasting prohibited )prohibited for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and initial lift upto 3 m.

cum 1187.00


212 Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with 1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded in concrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead upto 50 m and all lifts.

Each 957.00

Labour Component (including contractor's profit and Overheads) Each 271.70 IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS : IRR-CCDW-2-1

213 Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts.

kg 60.80

Labour Component (including contractor's profit and Overheads) kg 10.70 IRR-CCDW-2-2

214 Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x 100 x 10 mm angle and 250 x 12 mm plate for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.

kg 79.60

Labour Component (including contractor's profit and Overheads) kg 12.80 IRR-CCDW-2-3

215 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5076.00


216 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

cum 5078.10


217 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials,

cum 4730.20

Page 45 of 448


Page 33 of 68

Chapter wise item

No.

S. No



ent machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)


218 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

cum 4868.20


219 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5502.80


220 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5970.40

Labour Component (including contractor's profit and Overheads) cum 1784.70 IRR-CCDW-2-8A (New Item included in 2016-17)

220 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

cum 5578.00


221 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 6081.30


Page 46 of 448


Page 34 of 68

Chapter wise item

No.

S. No



ent IRR-CCDW-2-10

222 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5758.80


223 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5213.70


224 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 7547.80


225 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well steining including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 6747.90


226 Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well bottom plug by tremie or skip box method including cost of all materials, complete with initial lead upto 50 m and all lifts.(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

cum 5213.80


227 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for well top plug including cost of all materials,

cum 4739.50

Page 47 of 448


Page 35 of 68

Chapter wise item

No.

S. No



ent machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltrs / cum


228 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for well cap including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5348.70


229 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 6210.80


230 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 6000.60


231 Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for piers and abutments including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5839.80

Page 48 of 448


Page 36 of 68

Chapter wise item

No.

S. No



ent Labour Component (including contractor's profit and Overheads) cum 2012.00 IRR-CCDW-2-20

232 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for cantiliver / counterfort retaining walls including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 6653.20


233 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravity type retaining walls / piers / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum )If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5940.40


234 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,graded aggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5551.90


235 Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5548.20


236 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all

cum 9223.70

Page 49 of 448


Page 37 of 68

Chapter wise item

No.

S. No



ent materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Labour Component (including contractor's profit and Overheads) cum 2724.30 IRR-CCDW-2-24A (New Item included in 2016-17)

236 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for for slabs for small culverts span upto 2 mts including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum ,CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 6923.00

Labour Component (including contractor's profit and Overheads) cum 2157.40 IRR-CCDW-2-24B (New Item included in 2016-17)

236 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for for slabs for small culverts span upto 2 - 4 mts including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum ,CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 7970.00


237 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 8072.20


238 Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

cum 5250.90


239 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded

cum 7353.00

Page 50 of 448


Page 38 of 68

Chapter wise item

No.

S. No



ent aggregates for troughs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) If water is to be brought from other place add only lead charges @ 500 ltr / cum.

Labour Component (including contractor's profit and Overheads) cum 2316.20 IRR-CCDW-3 FOUNDATION WELL SINKING WORKS : IRR-CCDW-3-1

240 Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil, sand and soft rock by approved well sinking method including cost of all materials, machinery, labour, kent - ledge arrangements, disposal of excavated material as disposal of excavated material as directed etc., complete with lead upto 50 m for disposal of excavated material.(diameter of well 6.00m) (Data adopted from MORTH)

*Rm 4612.40

Labour Component (including contractor's profit and Overheads) *Rm 1773.00 for 3 to 10 meters for each running meter *Rm 6490.10 Labour Component (including contractor's profit and Overheads) *Rm 2864.00 IRR-CCDW-3-2

241 Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering, ramming as directed including cost of all materials, machinery, labour etc., complete with initial lead upto 50 m and all lifts.

cum 832.50

Labour Component (including contractor's profit and Overheads) cum 152.60 IRR-CCDW-4 MASONRY WORKS : IRR-CCDW-4-1

242 Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)

cum 2836.80


243 Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging stone chips, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)

cum 2905.30


244 Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)

cum 3475.40


245 Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with stones from approved source including cost of all materials, machinery, labour, scaffolding, ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones :

cum 3646.60

Page 51 of 448


Page 39 of 68

Chapter wise item

No.

S. No



ent 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)


246 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2 proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

sqm 154.70

Labour Component (including contractor's profit and Overheads) sqm 119.00 IRR-CCDW-4-6

247 Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3 proportion by volume including raking and cleaning joints for 50 mm depth, pressing cement mortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

sqm 146.20


248 Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc., complete with initial lead upto 50 m and all lifts.

sqm 223.70



sqm 213.60



sqm 314.40



sqm 297.60

Labour Component (including contractor's profit and Overheads) sqm 227.70 IRR-CCDW-5 COPING & RAILING WORKS : IRR-CCDW-5-1

252 Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)

sqm 646.80


253 Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)

sqm 841.10


254 Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set in CM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)

sqm 1091.00

Labour Component (including contractor's profit and Overheads) sqm 696.20 IRR-CCDW-5- 255 Providing and laying insitu M-15 ( 28 days cube compressive cum 7059.00

Page 52 of 448


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Chapter wise item

No.

S. No



ent 4 strength not less than 15 N / sqmm ) grade cement concrete using

20 mm down size approved clean, hard, graded aggregates for coping slab including cost of all materials, machinery, labour, formwork, cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing etc., complete with initial lead upto 50 m and initial lift upto 3 m. (Cement content: 300 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)


256 Providing and constructing protective railing consisting of in-situ railing posts of size 15 x 15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 grade concrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos. of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mm dia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primer and two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork, finishing, curing etc., complete with lead upto 50 m and all lifts.

Rm 1243.80

Labour Component (including contractor's profit and Overheads) Rm 234.40 IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS : IRR-CCDW-6-1

257 Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

Joint 418.40

Labour Component (including contractor's profit and Overheads) Joint 339.70 IRR-CCDW-6-2


Joint 478.80



Joint 616.70



Joint 670.20



Joint 810.00

Labour Component (including contractor's profit and Overheads) Joint 501.00

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Chapter wise item

No.

S. No



ent IRR-CCDW-6-6


Joint 849.10



Joint 940.20



Joint 996.80



Joint 1180.00

Labour Component (including contractor's profit and Overheads) Joint 662.40 IRR-CCDW-7 BACK FILLING & OTHER WORKS : IRR-CCDW-7-1

266 Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and initial lift upto 3 m.

cum 981.40


267 Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earth masters to achieve density control of not less than 95 percent etc., complete with lead upto 50 m and all lifts.

cum 689.60


268 Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipes including breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by power roller to achieve density control of not less than 98 percent etc., complete with lead upto 50 m and all lifts.

cum 477.40


269 Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Each 1570.60

Labour Component (including contractor's profit and Overheads) Each 615.00 IRR-CCDW-7-5

270 Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with

Each 1221.40

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Chapter wise item

No.

S. No



ent 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Labour Component (including contractor's profit and Overheads) Each 530.50 Chapter V

IRR-GAW GATES / HOISTS AND ALLIED WORKS IRR-GAW-1-1 271 SPILLWAY RADIAL GATES

E.M Parts and anchorages fabrication, supply, erection, testing and commissioning of embedded parts for radial gate consists of sill beam, wall plates, anchor girders , yoke girders, tie flats, trunnion supports etc., including cost of all materials, machinery, labour, welding, finishing, with leads and lifts &all accessories (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately)

tonne 166494.10

Labour Component (including contractor's profit and Overheads) tonne 57356.10 IRR-GAW-1-2 272 RADIAL GATES fabrication, supply, erection, testing and

commissioning of radial gate consisting of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulley supports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately)

tonne 144291.20

Labour Component (including contractor's profit and Overheads) tonne 43648.40 IRR-GAW-1-3 273 RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES

fabrication, supply, erection, testing and commissioning of electrically operated rope drum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear system, brake system, electric motor, wire ropes, gate position indicator, manual operation arrangement etc., with all accessories for spillway radial gate including cost of all materials, machinery, labour,, greasing, providing hand railing and approach staircase with gate to hoist platform, , complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under itemsinthis chapter and add as applicable separately)

tonne capac

ity

42807.90

Labour Component (including contractor's profit and Overheads)

tonne capac

ity

3484.10

IRR-GAW-1-4 274 RADIAL GATES Walk way(cat walk) Design, fabrication, supply, erection and commissioning of 1 metre wide walkway connecting spillway piers / abutments at trunnion platform level including cost of all materials, machinery, labour, cutting, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

Rm 114073.90

Labour Component (including contractor's profit and Overheads) Rm 41657.60 IRR-GAW-2-1 275 VERTICAL LIFT GATES-EM PARTS

Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with

tonne 184110.70

Page 55 of 448


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Chapter wise item

No.

S. No



ent all accessories for spillway stop log gates and other vertical lift elements including cost of all materials, machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

Labour Component (including contractor's profit and Overheads) tonne 68157.50 IRR-GAW-2-2 276 vertical lift gates and stop log gate elements ( SLIDING GATES)

Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes, rubber seals, clamps etc., with all accessories including cost of all materials, machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)2

tonne 151477.40

Labour Component (including contractor's profit and Overheads) tonne 50453.70 IRR-GAW-2-3 277 STOP LOGS-automatic lifting beam

fabrication, supply, erection, testing and commissioning of automatic lifting beam with all accessories for handling, lowering and lifting of spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne 124129.40

Labour Component (including contractor's profit and Overheads) tonne 25405.70 IRR-GAW-2-4 278 MOVING GANTRY CRANE-CLASS II

fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with hand railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice / canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne capac

ity

236750.00


tonne capac

ity

25583.00

IRR-GAW-2-5 279 RAIL TRACK FOR GANTRY CRANE Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials, machinery, labour, complete as per specifications (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

Rm 7345.70

Labour Component (including contractor's profit and Overheads) Rm 625.10 IRR-GAW-2-6 280 VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED

Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals

tonne 147139.40

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Page 44 of 68

Chapter wise item

No.

S. No



ent etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with all leads and lifts, complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

Labour Component (including contractor's profit and Overheads) tonne 47641.50 IRR-GAW-2-7 281 VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP.

POWER OPERATED Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc., with all accessories for operating river sluice / canal sluice service gate including cost of all materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne capac

ity

71679.70


tonne capac

ity

3309.90

IRR-GAW-2-8 282 HOIST BRIDGE/ WITH TRESSELS Design, fabrication, supply, erection and commissioning of structural steel hoist bridge consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all accessories for supporting rope drum hoist for operating barrage gates including cost of all materials, machinery, labour, welding, finishing, etc., complete complete as per specifications and drawings with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne 127345.10

Labour Component (including contractor's profit and Overheads) tonne 43178.00 IRR-GAW-2-9 283 ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE

GATESDesign, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of rope drum, pulleys, gear system, electric motor, electro-magnetic brake system, manual operation assembly, position indicator, control panel, wire rope etc., with all accessories for operating vertical lift roller gates for barrage including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc., complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne capac

ity

34922.80


tonne capac

ity

1401.00

IRR-GAW-2-10

284 SCREW GEAR HOISTS INCLUDING PLATFORM ( UPTO 10 TON CAP) Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw gear type hoist consisting of supporting structure, platform, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne capac

ity

35466.90

Page 57 of 448


Page 45 of 68

Chapter wise item

No.

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ent

Labour Component (including contractor's profit and Overheads) tonne capac

ity

6323.20

IRR-GAW-2-11

285 MANUAL OPERATED ROPE DRUM HOISTS Design, fabrication, supply, erection, testing and commissioning of adequate capacity manually operated rope drum hoist consisting of hoist platform, rope drum, gear system, brake system, wire rope, ladder etc., with all accessories for operating canal regulator radial gate including cost of all materials, machinery, labour, welding, finishing, cleaning, ., complete with all leads and lifts (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)

tonne capac

ity

75832.00


tonne capac

ity

8469.30

IRR-GAW-2-12New Item 2014-15-2

286 OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

Tonne

134598.90


Tonne

31633.10

IRR-GAW-2-13 New Item 2014-15-3

287 OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings. (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

Tonne

88155.00

Labour Component (including contractor's profit and Overheads) Tonne

26438.70

IRR-GAW-2-14 New Item 2014-15-4

288 OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

Tonne

224119.50

Labour Component (including contractor's profit and Overheads) Tonne

13693.60

IRR-GAW-3 SAND BLASTING AND PAINTING IRR-GAW-3-1 289 Cleaning gates / hoists / embedded parts/lifting beams etc, to

expose fresh metal surface for painting by sand blasting method sqm 539.00

Page 58 of 448


Page 46 of 68

Chapter wise item

No.

S. No



ent as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.

Labour Component (including contractor's profit and Overheads) sqm 127.10 IRR-GAW-3-2 290 painting of embedded metal parts and all types of gates,

stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts (Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting)

sqm 519.50

Labour Component (including contractor's profit and Overheads) sqm 258.50 IRR-GAW-3-3 291 painting of Lifting beams,cat walks and other similar

structures-painting hoist machinery, on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and twocoats of alkyd based micaccous iron oxide paint , 65 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts

sqm 387.30

Labour Component (including contractor's profit and Overheads) sqm 198.30 IRR-GAW-3-4 292 HOISTS:STRUCTURAL COMPONENTS--

painting structurals on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and one coat 65+/-5 of alkyd based micaccous iron oxide paint followed by two coats of synthetic enamel paint 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts

sqm 483.40

Labour Component (including contractor's profit and Overheads) sqm 258.50 IRR-GAW-3-5 293 HOISTS:machineryCOMPONENTS--

painting hoist machinery, on sand blasted surfaces with one coats of zinc phosphate primer (airless spray preferred) 50microns/coat and three coats of aluminium paint or synthetic enamel , 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts

sqm 447.80

Labour Component (including contractor's profit and Overheads) sqm 258.50 IRR-GAW-4 PAINTING WITHOUT SAND BLASTING IRR-GAW-4-1 294 E.M Parts OF ALL TYPES OF GATES

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts (in respect of Heavily rusted (30 to 40% rusted) surfaces)

sqm 597.20

Labour Component (including contractor's profit and Overheads) sqm 258.50 IRR-GAW-4-2 Deleted from the year 2014-15 onwards IRR-GAW-4-3 295 HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc, Surface

cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with two coats of Zinc chromite red oxide primer , followed by finishing coats 3 coats with synthetic enamel paint with material, labour,and all accessories with all leads and lifts where surface cleaning by sand blasting is not feasible and based on specific recommendations of designers, it is to adopt surface preperation done manually by hand and power tool after cleaning by chemical treatment to remove grease, rust, scaling etc., and to form phasphate coating to

sqm 473.10

Page 59 of 448


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Chapter wise item

No.

S. No



ent prevent further rusting, before applying primer painting.

Labour Component (including contractor's profit and Overheads) sqm 258.50 IRR-GAW-4-4 296 WALK WAYS( CAT WALKS), LIFTING BEAMS,etc,

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with coal tar epoxy with material, labour, and all accessories with all leads and lifts

sqm 488.20

Labour Component (including contractor's profit and Overheads) sqm 174.20 Chapter VI

IRR-PMW PRELIMINARY AND MAINTENANCE WORKS IRR-PMW-1 JUNGLE CLEARANCE : IRR-PMW-1-1 297 Clearing thin jungle growth ( more than 50 percent open space )

including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.

sqm 1.90

Labour Component (including contractor's profit and Overheads) sqm 1.90 IRR-PMW-1-2 298 Clearing thick jungle growth ( less than 50 percent open space )

including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.

sqm 3.00

Labour Component (including contractor's profit and Overheads) sqm 3.00 IRR-PMW-1-3 299 Removing stumps, tree roots, roots of bamboo clusters etc.,

upto 1.50 m girth including excavation, stacking the materials neatly and levelling the surface etc., complete with initial lead upto 50 m and all lifts.

Each 68.40

Labour Component (including contractor's profit and Overheads) Each 68.40 IRR-PMW-1-4 300 Removing stumps, tree roots, roots of bamboo cluster etc., with

girth above 1.50 m and upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts.

Each 153.90

Labour Component (including contractor's profit and Overheads) Each 153.90 IRR-PMW-1-5 301 Removing stumps, tree roots, roots of bamboo cluster etc., with

girth above 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts.

Each 492.50

Labour Component (including contractor's profit and Overheads) Each 492.50 IRR-PMW-1-6 302 Additional rate for every 0.5 m increase in girth of tree

stump/stumps of bamboo cluster beyond 5 m Each 88.00

Labour Component (including contractor's profit and Overheads) Each 88.10 IRR-PMW-1-7 303 Cutting and stacking bamboos excluding removing stumps and

roots etc., complete with initial lead upto 50 m and all lifts. Each 19.90

Labour Component (including contractor's profit and Overheads) Each 19.90 IRR-PMW-1-8 304 Cutting and removing jauliflora bushes upto 1.5 m girth

excluding removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts.

Each 19.30

Labour Component (including contractor's profit and Overheads) Each 19.30 IRR-PMW-1-9 305 Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m

girth excluding removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts.

Each 38.70

Labour Component (including contractor's profit and Overheads) Each 38.70 IRR-PMW-1-10

306 Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.

Each 128.90



Each 451.10

Labour Component (including contractor's profit and Overheads) Each 439.90 IRR-PMW-1- 308 Cutting trees above 1.2 m and upto 1.8 m girth excluding Each 902.20

Page 60 of 448


Page 48 of 68

Chapter wise item

No.

S. No



ent 12 removal of stumps and including stacking the materials neatly as

directed with initial lead upto 50 m and all lifts. Labour Component (including contractor's profit and Overheads) Each 879.80 IRR-PMW-1-13


Each 1804.50



Each 2906.00


311 For every 0.5 m increase in girth of tree beyond 3 m add Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3 m.

Each 1021.30


312 Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with initial lead upto 50 m and all lifts.

sqm 7.00

Labour Component (including contractor's profit and Overheads) sqm 7.00 IRR-PMW-2 PRELIMINARY WORKS : IRR-PMW-2-1 313 Earthwork excavation for trial pits / borrow pits and other

investigation works in all kinds of soil including boulders upto 30 cm dia and disposing off excavated soil as directed with lead upto 10 m and lift upto 3 m.

cum 351.90

Labour Component (including contractor's profit and Overheads) cum 351.90 IRR-PMW-2-2 314 Earthwork excavation for trial pits / borrow pits and other

investigation works in soft rock including disposing off the excavated rock as directed with lead upto 10 m and lift upto 3 m.

cum 486.80

Labour Component (including contractor's profit and Overheads) cum 486.80 IRR-PMW-2-3 315 Conducting geophysical investigation studies by electrical

resistivity method in stages of 5m for sub-surface details such as depth of formations, shear zones, classification of strata, depth of water table etc., including cost of all materials, equipments, labour, analysing and reporting the details of field studies conducted etc., complete excluding cost of transportation arrangements.

stage 392.60

Labour Component (including contractor's profit and Overheads) stage 331.50 IRR-PMW-2-4 316 Drilling 80 mm dia hole through over-burden using casing shoe

bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and lebelling, supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc., complete for depth upto 30 m from surface. 1. For driiling through over-burden beyond 30 m from surface increase the rate per Rm by 10 percent. 2. For providing HDPE or light black MS casing pipe add the cost of pipe per Rm.

Rm 1392.20

Labour Component (including contractor's profit and Overheads) Rm 583.40 IRR-PMW-2-5 317 Drilling 76 mm dia ( NX ) core hole in hard rock using diamond

core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface. 1. For driiling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For driiling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

Rm 6713.10

Page 61 of 448


Page 49 of 68

Chapter wise item

No.

S. No



ent Labour Component (including contractor's profit and Overheads) Rm 2201.90 IRR-PMW-2-5-A (New Item 2014-15)-5

318 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Primary and Secondary Holes 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

Rm 4173.20

Labour Component (including contractor's profit and Overheads) Rm 1313.70 IRR-PMW-2-5-B(New Item 2014-15)-6

319 Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface for Test Holes1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent.2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

Rm 5064.10

Labour Component (including contractor's profit and Overheads) Rm 1314.50 IRR-PMW-2-6 320 Drilling 47 mm (BX )dia core hole in hard rock using diamond

core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges,collection of core samples,logging, lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface. 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

Rm 6553.70

Labour Component (including contractor's profit and Overheads) Rm 2201.90 IRR-PMW-2-6-A (New Item 2014-15)-7

321 Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the rate per Rm by 25 percent. 2. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 60 m upto 90 m from surface increase the rate per Rm by 40 percent.

Rm 3946.90

Labour Component (including contractor's profit and Overheads) Rm 1313.70 IRR-PMW-2-7 322 Providing and fixing 20 x 20 x 75 cm size roughly dressed

boundary / demarcation / chainage / arrow stones including cost of all materials, labour, engraving marks, fixing in position, murum filling etc., complete with lead upto 50 m and all lifts.

Each 215.60

Labour Component (including contractor's profit and Overheads) Each 161.60 IRR-PMW-2-8 323 Providing and fixing 20 x 20 x 75 cm size temporary bench mark Each 632.30

Page 62 of 448


Page 50 of 68

Chapter wise item

No.

S. No



ent stone in CC 1 : 4 : 8 using 40 mm down size graded coarse aggregate including cost of all materials, labour, dressing top surface, engraving BM data etc.,complete with lead upto 50 m and all lifts.

Labour Component (including contractor's profit and Overheads) Each 468.70 NOTE: For providing 30 cm thick compacted murum bed in B.C soil area

including additional

excavation for thickness of murum bedding add per Each 4.00 IRR-PMW-2-9 324 Providing and fixing 20 x 20 x 75 cm size permanent bench mark

stone in CC 1 :3 : 6 block of size 90 x 90 x 120 cm using 40 mm down size graded coarse aggregate and providing 35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BM stone, including cost of all materials, labour, dressing top surface of stone, engraving BM data

Each 7417.80

Labour Component (including contractor's profit and Overheads) Each 4209.40 IRR-PMW-3 MAINTENANCE WORKS : IRR-PMW-3-1 325 Removing dry stone rock-toe / rivetment and filter layers below

rock-toe/ rivetment including stacking all materials separately as directed with initial lead upto 50 m and all lifts.

cum 280.00

Labour Component (including contractor's profit and Overheads) cum 279.90 IRR-PMW-3-2 326 Re-constructing 60 cm thick hand packed rough stone

revetment with through stones at 1.5 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

sqm 308.20

Labour Component (including contractor's profit and Overheads) sqm 209.20 IRR-PMW-3-3 327 Re-constructing dry rubble rock-toe and filter media for rock-

toe consisting of sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained from rock-toe removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

cum 363.00

Labour Component (including contractor's profit and Overheads) cum 299.60 IRR-PMW-3-4 328 Removing and resetting disturbed Yarguntla / Shahabad / Talikot

/ PCC / Other types of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with lead upto 50 m and all lifts.

sqm 76.60

Labour Component (including contractor's profit and Overheads) sqm 68.50 IRR-PMW-3-5 329 Removing and resetting disturbed dry rubble / khandki stone

pitching 25 to 45 cm thick including packing, wedging, finishing etc., complete with all leads and lifts.

sqm 72.10

Labour Component (including contractor's profit and Overheads) sqm 72.10 IRR-PMW-3-6 330 Removing and refixing disturbed chainage / demarcation /

hectometre / guard stones including excavation, back filling etc., complete with all leads and lifts.

Each 97.50

Labour Component (including contractor's profit and Overheads) Each 97.50 IRR-PMW-3-7 331 Removing and refixing disturbed km stone / sign board / hecto-

metre stone etc., including excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x 7.5 cm including watering, ramming etc complete with all leads and lifts.

Each 219.40

Labour Component (including contractor's profit and Overheads) Each 219.40 IRR-PMW-3-8 332 Providing impervious hearting for breached / damaged portion

of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods,

cum 202.80

Page 63 of 448


Page 51 of 68

Chapter wise item

No.

S. No



ent sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

Labour Component (including contractor's profit and Overheads) cum 39.40 IRR-PMW-3-9 333 Providing pervious/semi-pervious casing for breached / damaged

portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

cum 232.50

Labour Component (including contractor's profit and Overheads) cum 47.40 IRR-PMW-3-10

334 Providing impervious hearting for breached / damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil,sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

cum 185.40


335 Providing pervious /semi-pervious casing for breached /damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.

cum 211.70


336 Repairing rain cuts / resectioning canal slopes to required lines and grades as directed using available soil including dressing, clod breaking, packing, tamping etc., complete with all leads and lifts.

sqm 4.90

Labour Component (including contractor's profit and Overheads) sqm 4.90 IRR-PMW-3-13

337 Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushing including chiselling and removing leached lime deposit and disposing off all the waste material out side adits in specified location etc., complete with all leads and lifts.

Rm 50.70

Labour Component (including contractor's profit and Overheads) Rm 42.80 IRR-PMW-3-14

338 Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing / brushing and washing to remove all surface coatings etc., complete .

Rm 44.40

Labour Component (including contractor's profit and Overheads) Rm 31.70 IRR-PMW-3-20

339 Excavation and removal of silt and silt mixed with sand from canal bed in dry condition including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts.

cum 211.30


340 Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50 m and all lifts.

cum 264.20

Labour Component (including contractor's profit and Overheads) cum 264.20 IRR-PMW-3-22 (new Item5 2010-11) (for

341 Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of

cum 103.70

Page 64 of 448


Page 52 of 68

Chapter wise item

No.

S. No



ent Minor Works) specified thickness, breaking clods, sectioning,etc.,complete with

initial lead upto 1 km and all lifts. Labour Component (including contractor's profit and Overheads) cum 18.40 IRR-PMW-3-23 (new Item6 2010-11) (for Minor Works)

342 Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering, compactingto density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.

cum 50.00

Labour Component (including contractor's profit and Overheads) 9.10 IRR-PMW-3-24 (new Item7 2010-11)

343 Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as compactingto density control of not less than 90 percent or as stipulated using 2T roller etc., complete with initial lead upto 1 km and all lifts.

cum 6.70

Labour Component (including contractor's profit and Overheads) cum 1.70 (New Item 2012-13-3)

Weed Removal by Manual Means

IRR-PMW-3-25(a)

344 Removal of Water Hyacinth up to 30 cm thick

Sqm 8.60

IRR-PMW-3-25(b)

345 Removal of Water Hyacinth beyond 30 cm thick

Sqm 11.80

IRR-PMW-3-25( c)

346 Clearing Alchi Tilla Sqm 7.90

IRR-PMW-3-25(d)

347 Removal of Jammu

Sqm 6.70

IRR-PMW-3-25(e)

348 Removal of Imponea, Cornea

Sqm 7.90

IRR-PMW-3-25(f) (new Item 2012-13-6)

349

Removal of Natchu, goobi, thooti, etc.

Sqm 2.50

IRR-PMW-3-26New Item 2014-15-8

350 PAINTING OF SLUICES FOR MAINTENANCE WORKSSurface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaniong, applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with Coal tar epoxy with material, labour, and all accessories with all leads and lifts.

Sqm 450.70

Labour Component (including contractor's profit and Overheads) Sqm 217.00 COM-MWRK New extra items-- common item for all earth works using only

manual labour for all other works

without involving contractors COM-MWRK-1

351 (Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 3 Cum per day output

cum 155.00

COM-MWRK-2

352 (Manual)Excavation in all kinds of soil/HDR including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) With 2.5 Cum per day output

cum 186

COM-MWRK-3

353 (Manual)Excavation in soft rock (including F&F rock) without blasting, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the

cum 349.60

Page 65 of 448


Page 53 of 68

Chapter wise item

No.

S. No



ent same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Soft rock 1.33 Cum/Day

COM-MWRK-4

354 (Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and initial lift upto 1.5 m. (WIthout involving the contractors for specified works ) Hard rock 0.67Cum/ day

cum 694.00

Page 66 of 448

Dam Allied Works-SoR 2020-21

Index- code

IRR-DAW DAM AND ALLIED WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead Charges

Seigniorage Charges:

1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.

2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item

Charges while adding Seigniorage Charges to the data in the estimate

Additional Lead and Lift Charges:

1. Unless otherwise specified the basic rates are inclusive of all lifts.

2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate,

the additional lead charges are to be added as follows:

Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out

for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges.

No loading and unloading charges shall be allowed for any item.

In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving

the unit rate and hence should not be added again

Example: 15 Km

Total lead for sand from approved sand quarry : 1 Km

Initial lead included in the basic rate in the SR :

Additional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141

Total lead charges for 15 km /cum Rs. 235.10

Less 1 km initial lead charges /cum Rs. 35.30 (-)

Net additional lead charges / cum Rs. 199.80

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional

lead charges are to be added as follows:

Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead

charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges

shall be allowedfor any item. (same as above)

Example: 15 Km

Total lead for earth from approved borrow area : 1 Km

Initial lead included in the basic rate in the SR :

Additional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141




5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead

within the working area. For conveyance of materials, the lead required from quarry/Borrow area/

Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges

DAW - Work ItemsIRR-DAW-1EXCAVATION & FOUNDATION TREATMENT WORKS:

IRR-DAW-1-1

Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway,intake structure and other appurtenant works and placing the excavated soil neatly in dump area or

disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts.RATE ANALYSIS

Chapter - I

DAM AND ALLIED WORKS - Standard Data (WILL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2020-21

Page 69 of 448


A. MATERIALS: UNIT 880 cum

Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

Total cost of Materials Rs: 0.00

B. MACHINERY:

Sl No Description Unit Quantity Rate Amount

in Rs. in Rs

1 Shovel 0.85 cum capacity Hour 8.00 1624.00 12992.00

Fuel / Energy charges Hour 8.00 1025.80 8206.40

2 Dumpers 5 cum capacity 6 Nos Hour 48.00 613.70 29457.60


3 Tipper 5 cum capacity 1 No Hour 8.00 471.60 3772.80


Total hire charges of Machinery Rs: 79808.80

C. LABOUR:


in Rs. in Rs

1 Crew for Shovel Hour 8.00 283.40 2267.20

2 Crew for Dumper Hour 48.00 270.80 12998.40

3 Crew for Tipper Hour 8.00 211.60 1692.80

4 work inspector Day 1.00 615.00 615.00

5 mazdoor Day 16.00 465.00 7440.00

Total cost of Labour Rs: 25013.40

labour component/unit qty 28.40

Add contractor's profit and overhead charges 13.615% 3.90

labour component/unit qty (including contractor's profit) 32.30

ABSTRACT:

A. Cost of Materials Rs: 0.00

B. Hire charges of Machinery Rs: 79808.80

C. Cost of Labour Rs: 25013.40

Total Rs: 104822.20

D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 14271.54

Total cost for 880.00 cum Rs: 119093.74

Rate per Cum (A+B+C+D)/880 Rs: 135.30

IRR-DAW-1-2

Excavation for foundation in ordinary rock (including HDR) without blasting including boulders

above 0.3 m upto 0.6 m dia for dam, spillway, intake structure and other appurtenant works and

placing the excavated material neatly in dump area or disposing off the same as directed etc.,

complete with initial lead upto 1 km and all lifts.DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 520 cum


in Rs. in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:


in Rs. in Rs



2 Dumpers 5 cum capacity( 4 Nos) Hour 32.00 613.70 19638.40


3 Tipper 5 cum capacity( 1 No) Hour 8.00 471.60 3772.80

Page 70 of 448




C. LABOUR:


in Rs. in Rs





5 Crowbarman Day 2.50 490.00 1225.00

6 mazdoor Day 10.00 465.00 4650.00

Total cost of Labour Rs. 19115.60




ABSTRACT:




Total Rs: 81585.20



Rate per Cum (A+B+C+D)/520 Rs: 178.30IRR-DAW-1-3

Excavation for foundation in hard rock (including F&F) requiring blasting including boulders above

0.6 m upto 1.2 m dia. for dam, spillway, intake structure and other appurtenant works and placingthe excavated material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts

DATA: RATE ANALYSIS

A. MATERIALS: UNIT :

520.00 cum.


in Rs. in Rs

1 Use rate of 1.5 m drill rod Rm 216.00 23.75 5130.00

Reconditioning charges @ 10% 513.00

2 Use rate of air hose 4 Nos. Hour 26.00 10.19 264.88

3 Explosive small dia kg 104.00 81.00 8424.00

4 Electric detonators Nos 154.00 10.00 1540.00

5 Fuse coil Rm 320.00 7.00 2240.00

6 Sundries LS 5.00 22.00 110.00

Total cost of Materials Rs. 18221.88

B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Dumpers 5 cum capacity 4 Nos. Hour 32.00 613.70 19638.40




4 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 13.00 163.20 2121.60


5 Jack hammers 4 Nos. Hour 26.00 20.80 540.80



Sl No Description Unit Quantity

Page 71 of 448


C. LABOUR:

Rate Amount

in Rs. in Rs




4 Crew for Air compressor Hour 13.00 201.80 2623.40

5 Crew for Jack hammer Hour 26.00 403.70 10496.20


7 Blaster Day 1.00 615.00 615.00

8 Helper blaster Day 1.00 490.00 490.00

9 Crowbarman Day 2.50 490.00 1225.00

10 Stone breaker Day 1.00 490.00 490.00

11 mazdoor Day 10.00 465.00 4650.00





ABSTRACT:




Total Rs: 123730.88


Total cost for 520.00 cum. Rs: 140576.84


IRR-DAW-1-3ANew Item 2015-16-1

Excavation for foundation in hard rock (including F&F rock) including boulders above 0.6 mupto 1.2 m dia. by controlled blasting and controlling fly rock by muffling arrangements for

dam, spillway, intake structure and other appurtenant works and other open foundation works

and placing the excavated material neatly in dump area or disposing off the same as directed

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 520.00 cum.

Rate Amount

in Rs. in Rs

1 Use rate of 1.5 m drill rod Rm 216.00 23.75 5130.00



3 Use rate of chain link wire mesh Sq m 500.00 67.38 33687.50

4 Use rate of Sand Bags Nos. 190.00 102.35 19446.50


4 Electric delay detonators Nos 154.00 16.00 2464.00

5 Fuse coil Rm 320.00 7.00 2240.00

6 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Angle dozer 90 hp Hour 1.00 1662.70 1662.70








Page 72 of 448








C. LABOUR:

Rate Amount

in Rs. in Rs


2 Crew for Angle dozer Hour 1.00 283.40 283.40






8 Blaster Day 1.50 615.00 922.50


10 Crowbarman Day 2.50 490.00 1225.00


12 mazdoor Day 18.00 465.00 8370.00





ABSTRACT:




Total Rs: 186690.08



Rate per cum. (A+B+C+D)/520 Rs: 407.90

IRR-DAW-1-4 (a)

Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia.

for dam, spillway, intake structure and other appurtenant works and placing the excavated rock neatly in

dump area or stack yard including levelling as directed etc., complete with initial lead upto 1 km and all

lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 320.00 cum

Rate Amount

in Rs. in Rs

1 Use rate of drill rod 1.5 m long Rm 310.00 31.67 9816.67




4 Ordinary detonators Nos 10.00 9.00 90.00


6 Fuse coil Rm 450.00 7.00 3150.00

7 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



Sl No Particulars Unit Quantity


Page 73 of 448









5 Air compressor 8.5 cmm (ele) 2 Nos. Hour 24.00 163.20 3916.80




Total hire charges of Machinery Rs. 69885.50

C. LABOUR:

Rate Amount

in Rs. in Rs




4 Crew for Dozer Hour 1.00 283.40 283.40




8 Blaster Day 1.00 615.00 615.00


10 Crowbarman Day 1.00 490.00 490.00


12 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 135644.84



Rate per cum (A+B+C+D)/320 Rs: 481.60

IRR-DAW-1-5 (b)

Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by

controlled blasting method and controlling fly-rock by muffling arrangements for dam, spillway, intake

structure and other appurtenant structures etc., including placing and levelling the excavated rock neatly

in dump area or other place as directed etc., complete with lead upto upto 1 km and all lifts.

DATA:

RATE ANALYSIS

A. MATERIALS: UNIT : 480.00 cum

Rate Amount

in Rs. in Rs

1 Use rate of drill rod 1.5 m length Rm 464.00 31.67 14693.33


2 Use rate of 50 m air hose 4 Nos. Hour 70.00 10.19 713.13

3 Use rate of chain link wire mesh sqm 715.00 67.38 48173.13

4 Use rate of sand bag Nos 580.00 102.35 59363.00

5 Explosive small dia. kg 149.00 81.00 12069.00




Page 74 of 448



8 Fuse coil Rm 700.00 7.00 4900.00

9 Sundries LS 10.00 22.00 220.00


B. MACHINERY:

Rate Amount

in Rs. in Rs














C. LABOUR:

Description Unit Quantity Rate Amount

in Rs. in Rs








8 Blaster Day 1.50 615.00 922.50


10 Crowbarman Day 2.50 490.00 1225.00


13 mazdoor Day 20.00 465.00 9300.00





ABSTRACT:




Total Rs: 320264.52




IRR-DAW-1-6 (c)

Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by line

drilling and smooth blasting and controlling fly-rock by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including dressing sides and bed to required level /

profile, placing and levelling the excavated rock neatly in dump area or other place as directed etc.,

complete with lead upto 1 km and all lifts. Note : i) 1 m width of excavation along the face to be dressed shall be treated as excavation by line drilling and

smooth blasting.

ii) The rate includes controlling fly-rock wherever required.

iii) The rate under this item shall be paid only on ascertaining that the surface requiring dressing has

come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for inspection


Sl No

Page 75 of 448


and are spaced at specified interval.

iv) In case, where the above criteria is not fulfilled payment shall be restricted to the rate provided for

excavation by normal or controlled blasting as the case may be.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs


Reconditioning charges @ 10% 437


3 Explosive small dia. kg 10.50 81.00 850.50



6 Fuse coil Rm 140.00 7.00 980.00

7 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs












C. LABOUR:

Rate Amount

in Rs. in Rs







7 Blaster Day 0.50 615.00 307.50


9 Crowbarman Day 0.50 490.00 245.00


11 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 36975.86







Page 76 of 448


IRR-DAW-1-7

Preparing foundation bed for masonry or concrete by benching, stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface

with air and water jet etc., complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS

A. MATERIALS: UNIT: 100.00 sqm

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Air compressor 8.5 cmm ( ele ) Hour 1.00 163.20 163.20


2 Pump 5 hp ( ele ) Hour 1.00 2.80 2.80



C. LABOUR:

Rate Amount

in Rs. in Rs


2 Crew for Pump Hour 1.00 102.00 102.00


4 mazdoor Day 2.50 465.00 1162.50

5 Crowbar man Day 2.00 490.00 980.00





ABSTRACT:




Total Rs: 4140.70


Total cost for 100.00 sqm Rs: 4704.46

Rate per Sqm (A+B+C+D)/100 Rs: 47.00

IRR-DAW-1-8

Preparing foundation bed for cut-off trench filling in rock portion by removing all loose materials by

wedging / chiselling and disposing off the same as directed etc., complete with initial lead upto 50 m and all lifts.

DATA RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00






Page 77 of 448


Total cost of Machinery Rs. 0.00

C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crowbar man Day 2.00 490.00 980.00


3 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 2890.00




IRR-DAW-1-9

Drilling 45 to 50 mm dia holes vertical or inclined up to 10 degrees to vertical in rock /masonry/

concrete by percussion drilling using waggon drill or any other suitable equipment including cost of all materials, machinery, labour, re-drilling through partially set grout wherever required etc., complete.

for drilling up to 6 m depth from surface.NOTE: The item rate for drilling through rock / masonry / concrete includes redrilling

through partially set grout, if any, in the portion of hole already grouted.

Data RATE ANALYSIS

A. MATERIALS: UNIT: 96.00 Rm

Rate Amount

in Rs. in Rs

1 Use rate of cross bit 50 mm dia Rm 96.00 59.81 5742.00

2 Use rate of 50 mm dia air hose 50 m Hour 8.00 15.56 124.50

3 Use rate of extension rod 4.5 m Rm 96.00 6.65 637.92


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Waggon drill Hour 8.00 181.60 1452.80




3 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Waggon drill Hour 8.00 338.50 2708.00


3 mazdoor Day 2.00 465.00 930.00





ABSTRACT:





Page 78 of 448





Total Rs: 18588.02


Total cost for 96.00 Rm Rs: 21118.78

Rate per Rm (A+B+C+D)/96 Rs: 220.00

Upto 6 m from surface 220.00

Beyond 6 m upto 12 m from surface :

Upto 6 m from surface Rate per Rm Rs: 220.00

Add for redrilling through partially set grout / additional

extension rods / reduction in rate of drilling etc @ 10% Rs: 22.00

Beyond 6 m upto 12 m from surface Rate / Rm Rs: 242.00


For 6 m to 12 m from surface Rate per Rm Rs: 242.00












extension rods / reduction in rate of drilling etc @ : 10% Rs 29.28












Beyond 42 m upto 48 m from surface





IRR-DAW-1-10Flushing grout holes of all sizes with water and air jets alternatively for an average period of 30 minutes

including water intake observations after flushing, cost of all materials, machinery, labour etc., complete.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 192.00 Rm.

Rate Amount

in Rs. in Rs

1 Use rate of air hose 2 Nos x 8 hrs Hour 16.00 10.19 163.04

2 Use rate of water hose 2 Nos x 8 hrs Hour 16.00 10.13 162.08

3 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



Page 79 of 448




2 Pump 5 hp ( ele ) Hour 8.00 2.80 22.40


3 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 10418.72


Total cost for 192.00 Rm. Rs: 11837.23

Rate per RM (A+B+C+D)/192 Rs: 61.70

IRR-DAW-1-11 (a)Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as

Directed in drilled holes by stage grouting method including cost of all materials, machinery, labour,

redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 1.05 Tonne

Rate Amount

in Rs. in Rs

1 Cement tonne 1.05 5500.00 5775.00

2 Use rate of 50 m pressure hose Hour 8.00 10.19 81.52

3 Sundries ( packer assembly etc ) LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Grouting equipment Hour 8.00 35.30 282.40


2 Pump 5 hp ( ele ) Hour 2.00 2.80 5.60


3 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Grout pump Hour 8.00 322.90 2583.20


3 mazdoor ( cement handling) Day 2.00 465.00 930.00





ABSTRACT:






Page 80 of 448




Total Rs: 10419.72


Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges)186.30 Rs/Tonne 195.615

Total cost for 1.05 Tonne Rs: 12033.98

Rate per Tonne (A+B+C+D)/1.05 Rs: 11460.90

IRR-DAW-1-12(b)Curtain grouting with neat cement grout mix of suitable consistency under specified pressure as

directed in drilled holes by stage grouting method including cost of all materials, machinery, labour,

redrilling if necessary etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement tonne 1.05 5500.00 5775.00

2 Use rate of 100 m pressure hose Hour 8.00 20.38 163.04

3 Use rate of 400 m GI pipe Hour 8.00 5.6 44.80

4 Sundries ( packer assembly etc ) LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Grouting equipment Hour 8.00 35.30 282.40


2 Pump 5 hp ( ele ) Hour 2.00 2.80 5.60


3 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Grout pump Hour 8.00 322.90 2583.20


3 Pipe fitter Day 1.00 605.00 605.00

4 mazdoor ( cement handling ) Day 3.00 465.00 1395.00





ABSTRACT:




Total Rs: 11616.04


Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges)186.30 Rs/Tonne 195.615

Total cost for 1.05 Tonne Rs: 13393.18

Rate per Tonne (A+B+C+D)/1.05 Rs: 12755.40

IRR-DAW-1-13Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end

driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided

with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other

appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 :

1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with

initial lead upto 1 km and all lifts. Consider 25 anchor rods for analysis.




Page 81 of 448


DATA: RATE ANALYSIS

UNIT:

A. MATERIALS: 25 Nos.

Rate Amount

in Rs. in Rs

1 Use rate of drill bit 50 mm dia Rm 37.50 59.81 2242.88

2 Use rate of air hose 50 m Hour 4.00 15.56 62.24

3 Anchor rod 25 mm dia kg 303.22 41.50 12583.63

4 Cement kg 75.00 5.50 412.50

5 Sand ( screened ) cum 0.05 760.00 38.00


B. MACHINERY:

Rate Amount

in Rs. in Rs






C. LABOUR:

Rate Amount

in Rs. in Rs



3 Bar bender Day 0.50 615.00 307.50

4 Mason Cl- II Day 0.50 490.00 245.00

5 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 21911.55


Lead Charges for 1 Km for FA 0.05 cum @ 35.3 Rs./Cum 1.765

Lead Charges for 1Km for Cement (including Loading and Unloading Charges)0.08 tonne @ 186.3 Rs./Tonne 13.9725

Lead Charges for 1Km for Steel (including Loading and Unloading Charges)0.30 tonne @ 219.1 Rs./Tonne 66.435502

Total cost for 25.00 Nos. Rs: 24976.98

Rate per Each (A+B+C+D)/25 Rs: 999.10

IRR-DAW-1-14Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods with one end split and

driven firmly using steel wedge into 1.25 m deep 45 to 50 mm dia. hole drilled in bed rock and

other end provided with L- bend for embedding in concrete / masonry for spillway and

appurtenant works including drilling and cleaning hole, filling hole with thick cement slurry,

driving anchor rod, cost of all materials, machinery, labour, steel wedge etc., complete with

initial lead upto 1 km and all lifts.

Consider 25 anchor rods for analysis.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 25.00 Nos.

Rate Amount

in Rs. in Rs

1 Use rate of 50 mm dia drill bit Rm 31.25 59.81 1869.06





Page 82 of 448


2 Use rate of air hose 50 m 1 Nos. Hour 3.00 15.56 46.68

3 Anchor rod 25 mm dia kg 277.92 41.50 11533.68

4 Cement kg 62.50 5.50 343.75

5 Gas for splitting anchor rods LS 5.00 41.50 207.50

6 Steel wedges LS 10.00 17.00 170.00


B. MACHINERY:

Rate Amount

in Rs. in Rs






C. LABOUR:

Rate Amount

in Rs. in Rs



3 Bar bender Day 0.50 615.00 307.50

4 Mason Cl- II Day 0.50 490.00 245.00

5 Gas cutter Day 1.00 555.00 555.00

6 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 20374.27






IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS :

IRR-DAW-2-1AProviding, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods

overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire,

including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and

all lifts.Overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Rein.Steel with 5 % wastage tonne 1.05 41500.00 43575.00

2 Binding wire 1.25 mm dia kg 9.00 60.00 540.00


B. MACHINERY:

Rate Amount

in Rs. in Rs






Page 83 of 448


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Bar bender Day 2.00 615.00 1230.00

2 mazdoor Day 6.84 465.00 3180.60

Total cost of Labour 4410.60




A.MATERIAL 44115.00

B.MACHINERY 0.00

C. LABOUR 4410.60

Total 48525.60

D.Add for contractor's profit and overheads on A+B+C 13.615% 6606.76

Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 219.10 Rs/Tonne 230.055

Total cost for 1.00 Tonne 55362.42

Rate per Tonne (A+B+C+D) / I 55362.42

IRR-DAW-2-1BProviding, fabricating and placing in position reinforcement steel for RCC above 36 dia with welding

and wastage at 2.5%, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials,

machinery, labour etc., complete with initial lead upto 1 km and all lifts.Overlaps and wastage welding joints considered for bars above 36 mm diameter

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Rein.Steel with 2.5 % wastage tonne 1.025 41500.00 42537.50

3 Welding electrodes 5 per joint and 14 joints per ton One 70.00 11.00 770.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 welding machine hour 10.00 15.30 153.00

fuel charges hour 10.00 107.40 1074.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 welder day 2.50 555.00 1387.50

2 Bar bender Day 2.00 615.00 1230.00

3 mazdoor Day 6.84 465.00 3180.60

Total cost of Labour 5798.10




ABSTRACT:

A. Cost of Materials 43307.50

B. Hire charges of Machinery 1227.00

C. Cost of Labour 5798.10

Total 50332.60

D.Add for contractor's profit and overheads on A+B+C 13.615% 6852.78

Lead Charges for 1Km for Steel (including Loading and Unloading Charges) 219.10 Rs/Tonne 224.5775

Total cost for 1.00 Tonne 57409.96

Rate per Tonne (A+B+C+D) / I 57409.96

IRR-DAW-2-2





Page 84 of 448


Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm )

grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of

all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in

position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto

1 km and all lifts. ( Cement content : 250 kg /cum with use of super plasticiser equal to 0.4% of cement

content , CA : 0.98 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.35 cum )

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 240.00 cum

Rate Amount

in Rs. in Rs

1 Cement for mix kg 60000.00 5.50 330000.00

Cement for incidentals @ 3 kg / cum kg 720.00 5.50 3960.00

2 Coarse aggregate 80-40 mm cum 94.08 510.00 47980.80

Coarse aggregate 40-20 mm cum 70.56 890.00 62798.40


Coarse aggregate 10 mm below cum 23.52 760.00 17875.20

3 Fine aggregate (Un-screened ) cum 84.00 570.00 47880.00

4 Super Plasticizer or AEA kg 240.00 61.00 14640.00

5 Use rate of shuttering sqm 120.00 368.09 44170.80


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Batching plant Hour 8.00 495.60 3964.80


2 Air compressor 7 cmm ( ele ) Hour 8.00 133.60 1068.80


3 Tipper Hour 32.00 471.60 15091.20


4 Tower crane 5 t Hour 16.00 834.00 13344.00


5 Concrete bucket Hour 40.00 15.50 620.00


6 10 hp pump ( ele ) Hour 8.00 6.60 52.80


7 Needle vibrator 60 mm dia ( ele ) Hour 16.00 6.20 99.20


8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Batching plant Hour 8.00 406.10 3248.80


3 Crew for Tipper ( 4 ) Hour 32.00 211.60 6771.20

4 Crew for Tower crane ( 2 ) Hour 16.00 225.70 3611.20


6 Crew for Needle vibrator ( 2 ) Hour 16.00 195.60 3129.60

7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor

for silo ( cement handling ) Day 2.00 465.00 930.00

for batching plant Day 2.00 465.00 930.00

for conveyor system Day 2.00 465.00 930.00

for laying & vibrating Day 6.00 465.00 2790.00

for cleaning / washing / curing Day 2.00 465.00 930.00

10 Labour cost for shuttering sqm 120.00 170.78 20493.60





Page 85 of 448





ABSTRACT:




Total Rs: 722917.20

Add for conveyor system @ 3.00% 21687.52

Add for electric sub-station/ Demand charges @ 2.5% 18072.93

Add for trestle bridge for tower crane track @ 4.0% 28916.69

Total Rs: 791594.34



Lead Charges for 1 Km for CA 235.20 cum @ 33.8 Rs./Cum 7949.76

Lead Charges for 1Km for Cement (including Loading and Unloading Charges)60.72 tonne @ 186.3 Rs./Tonne11312.136



IRR-DAW-2-2A (New Item1-2010-11)Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )




1 km and all lifts. ( Cement content : 300 kg /cum with use of 0.4% of cement content super plasticiser ,

CA : 0.90 cum, Blending Ratio of CA -- 40:30:20:10, FA : 0.40 cum )

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 72000.00 5.50 396000.00






3 Fine aggregate (Un-Screened ) cum 96.00 570.00 54720.00




B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Tipper Hour 32.00 471.60 15091.20






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00



Page 86 of 448



C. LABOUR:

Rate Amount

in Rs. in Rs







7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor











ABSTRACT:




Total Rs: 784380.60




Total Rs: 858896.76







IRR-DAW-2-3Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than10 N / sq mm )




1 km and all lifts. ( Cement content : 220 kg /cum with use of super plasticiser,CA: 0.98 cum, Blending

Ratio of CA-40:30:20:10, FA:0.37 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 52800 5.50 290400.00











Page 87 of 448



B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Batching plant 2 x 1.5 cum Hour 8.00 495.60 3964.80




3 Tipper Hour 32.00 471.60 15091.20






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs







7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor











ABSTRACT:




Total Rs: 684296.40




Total Rs: 749304.56

D.Add for contractor's profit and overheads on (A+B+C+other percentages) 13.615% Rs. 102017.82








Page 88 of 448


IRR-DAW-2-4Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )



position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest,

spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations

with initial lead upto 1 km and all lifts. ( Cement content : 310 kg / cum with use of super plasticiser,

CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum).

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 74400 5.50 409200.00

2 Cement for incidentals @ 3 kg / cum kg 720.00 5.50 3960.00

Coarse aggregate 40-20 mm cum 108 890.00 96120.00



3 Fine aggregate (Un-Screened ) cum 96 570.00 54720.00



6 Scaffolding of shuttering @ 15% 19876.86


B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Tipper Hour 32.00 471.60 15091.20






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs







7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor 0.00







11 Labour cost for scaffolding @ 15% 9222.12




Page 89 of 448






ABSTRACT:




Total Rs: 988778.58

Add for aggregate conveyor system @ 3.0% 29663.36

Add for electric sub-station / Demand charges @ 2.50% 24719.46


Total Rs: 1082712.54







IRR-DAW-2-4A (New Item2-2010-11)Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm )



position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway crest,

spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations

with initial lead upto 1 km and all lifts. ( Cement content : 360 kg / cum with use of super plasticiser,

CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 86400 5.50 475200.00


Coarse aggregate 40-20 mm cum 108 890.00 96120.00








B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Tipper Hour 32.00 471.60 15091.20






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80





Page 90 of 448



8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs







7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor 0.00












ABSTRACT:




Total Rs: 1057706.58




Total Rs: 1158188.70







IRR-DAW-2-4B New Item3-2010-11Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm )



position, levelling, vibrating, finishing, curing etc.,complete for RCC works of gallery, sluice, spillway

crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other

locations with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super

plasticiser,CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 91200 5.50 501600.00






Page 91 of 448







B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Tipper Hour 32.00 471.60 15091.20






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs







7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor 0.00












ABSTRACT:




Total Rs: 1088625.78




Total Rs: 1192045.22





Page 92 of 448






IRR-DAW-2-4 C New Item included in 2016-17Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )





locations with initial lead upto 1 km and all lifts.(using Transit Mixers) ( Cement content : 310 kg / cum

with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 41664 5.50 229152.00










B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Transit Mixers (4 Nos) Hour 24.00 471.60 11318.40






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 Crew for Transit Mixers (4 Nos) Hour 32.00 211.60 6771.20

4 Crew for Tower crane Hour 8.00 225.70 1805.60



7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00




Page 93 of 448


9 mazdoor 0.00












ABSTRACT:




Total Rs: 573624.68




Total Rs: 628119.03






Rate per Cum (A+B+C+D)/134.40 Rs: 5394.80

IRR-DAW-2-4 D New Item Included in the year 2016-17Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm )





locations with initial lead upto 1 km and all lifts.(using Transit Mixers) ( Cement content : 380 kg / cum

with use of super plasticiser, CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 51072 5.50 280896.00









B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Transit Mixers (4 Nos) Hour 24.00 471.60 11318.40




Page 94 of 448






6 10 hp pump ( ele ) Hour 8.00 6.60 52.80




8 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 Crew for Transit Mixers (4 Nos) Hour 32.00 211.60 6771.20

4 Crew for Tower crane Hour 8.00 225.70 1805.60



7 Mason Class-I Day 4.00 520.00 2080.00

8 Foreman Day 2.00 605.00 1210.00

9 mazdoor 0.00












ABSTRACT:




Total Rs: 628313.38




Total Rs: 688003.15











1 km and all lifts. ( Cement content : 260 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending

Ratio of CA 50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS


Page 95 of 448



Rate Amount

in Rs. in Rs

1 Cement for mix kg 3640.00 5.50 20020.00

Cement for incidentals @ 3 kg kg 42.00 5.50 231.00





4 Super plasticizer kg 14.56 61.00 888.16


6 Use rate of scaffolding @ 15% 515.32


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.0 53.50 428.00


2 10 hp pump ( ele ) Hour 1.0 6.60 6.60





C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Concrete mixer Hour 8.00 271.70 2173.60


3 Crew for Needle vibrator Hour 8.00 195.60 1564.80

4 Mason Class-I Day 1.00 520.00 520.00

5 mazdoor

for batching cement ( cement handling Day 2.00 465.00 930.00

for batching other materials Day 9.00 465.00 4185.00

for loading mortar pans Day 4.00 465.00 1860.00

for laying Day 3.00 465.00 1395.00

for conveying concrete Day 14.00 465.00 6510.00


6 Labour cost of shuttering sqm 14.00 113.85 1593.90

7 Labour cost of scaffolding @ 15% 239.09





ABSTRACT:




Total Rs: 62084.03








grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates with placing and




Page 96 of 448


sinking plums of size 150 to 80 mm upto 15 percent for gravity type structures including cost of all

materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,

levelling, vibrating, finishing, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement

content : 260 kg / cum of concrete with use of plums and super plasticiser of 0.4% of cement quantity,

CA : 0.77 cum, Blending Ratio of CA : 50:30:20,FA : 0.34 cum, plums of size 150 to 80 mm : 0.25 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 4277 5.50 23523.50





3 Plums of size 150 to 80 mm cum 4.11 485.00 1994.56


5 Super Plasticizer kg 17.11 61.00 1043.59

6 Use rate of shuttering for 40 uses sqm 16.45 245.39 4036.67



B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60





C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 1.00 520.00 520.00


6 mazdoor




for loading plums Day 1.00 465.00 465.00

for laying concrete and plums Day 4.00 465.00 1860.00


for conveying plums Day 3.00 465.00 1395.00


7 Labour for shuttering sqm 16.45 113.85 1872.83

8 Labour for scaffolding @ 15% 280.92





ABSTRACT:







Page 97 of 448


Total Rs: 71813.71



Lead Charges for 1 Km for CA and Plums 16.77 cum @ 33.8 Rs./Cum 566.91








1 km and all lifts. ( Cement content 220 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending

Ratio of CA : 50:30:20, FA : 0.40 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 3636.60 5.50 20001.30

Cement for incidentals @ 3 kg/ cum kg 49.59 5.50 272.75





4 Super plasticizer kg 14.55 61.00 887.33




B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60





C. LABOUR:


in Rs. in Rs




4 Mason Class-I Day 1.00 520.00 520.00

5 mazdoor




for laying Day 3.00 465.00 1395.00










Page 98 of 448



ABSTRACT:




Total Rs: 66940.39






Rate per cum (A+B+C+D)/16.53Rs: 4687.10





1 km and all lifts. ( Cement content : 280 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending

Ratio of CA -- 65:35, FA : 0.44 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 4443.6 5.50 24439.80





4 Super plasticiser kg 17.77 61.00 1084.24




B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60





C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 1.00 520.00 520.00

5 mazdoor




for laying Day 3.00 465.00 1395.00





Page 99 of 448









ABSTRACT:




Total Rs: 69443.68










position, levelling, vibrating, finishing, curing etc.,complete for RCC works of spillway bridge, block outs

and such other similar structures with conjested reinforcement with initial lead upto 1 km and all lifts.

( Cement content : 330 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of

CA -- 65:35, FA : 0.44 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 4445.1 5.50 24448.05





4 Super plasticiser ltr 17.78 61.00 1084.60




B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 53.50 428.00


2 10 hp pump ( ele ) Hour 1.00 6.60 6.60





C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 1.00 520.00 520.00

5 mazdoor 0.00




Page 100 of 448


for batching cement ( cement handling ) Day 2.00 465.00 930.00



for laying Day 3.00 465.00 1395.00


for cleaning/ washing/ curing Day 1.00 465.00 465.00







ABSTRACT:




Total Rs: 83587.04







IRR-DAW-2-10Providing and forming porous concrete body drain of size 68.5 x 68.5 cm with 23 cm diameter central hole

using cement and 20 mm down approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by

volume including cost of all materials, machinery, labour, formwork, curing etc., complete with initial lead

upto 1 km and all lifts. (M15 Cement content : 400kg/cum, CA : 1cum, Blending Ratio of CA -- 65:35)

(M15 Cement content : 400kg/cum, CA : 1cum,

Blending Ratio of CA -- 65:35)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement kg 3424 5.50 18832.00


3 Coarse aggregate 10-4.75 mm cum 3.00 760.00 2276.96



B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 0.50 6.60 3.30



C. LABOUR:

Rate Amount

in Rs. in Rs



3 Mason Class-I Day 1.00 520.00 520.00

4 mazdoor






Page 101 of 448



for laying & packing concrete Day 2.00 465.00 930.00


5 Fitter shuttering Day 3.00 490.00 1470.00





ABSTRACT:




Total Rs: 45730.85






IRR-DAW-2-11 (a)(a) Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )



position, levelling, vibrating, finishing, curing etc.,complete for RCC solid parapet consisting of

35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.35 m c / c, 12.5 cm thick wall

80 cm height with 12.5 cm thick and 35 cm wide coping slab for wall and 12 .5 cm thick 40 cm x 40 cm coping

for pillars with top edges of kerb and coping chamferred / rounded as directed etc., complete (excluding

cost of providing and placing reinforcement steel and gate) with initial lead upto 1 km and all lifts.

( Cement content 350 kg / cum with use of super plasticiser( 0.4% by wt. of cement), CA : 0.80 cum,

Blending Ratio of CA--65:35, FA : 0.44 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement mix kg 3034.5 5.50 16689.75



Coarse aggregate 10-4.75 mm cum 2.43 760.00 1846.80






Page 102 of 448


7 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Needle vibrator 40 mm ( ele ) Hour 8.00 5.60 44.80


3 10 hp pump ( ele ) Hour 0.50 6.60 3.30



C. LABOUR:

Rate Amount

in Rs. in Rs



3 Crew for Vibrator Hour 8.00 195.60 1564.80

4 Mason Class-I Day 2.00 520.00 1040.00


6 mazdoor






for curing & miscellaneous Day 2.00 465.00 930.00







ABSTRACT:




Total Rs: 84705.17







IRR-DAW-2-12 (b)Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm )



position, levelling, vibrating, finishing, curing etc.,complete for RCC ornamental parapet consisting of

35 cm x 20 cm kerb, 35 cm x 35 cm x 1 m pillars spaced approximately at 3.5 m apart, 20 cm x 15 cm posts

80 cm height approximately 30 cm c / c with 12.5 cm thick and 35 cm wide coping slab for posts and pillars

with top edges of kerb and coping chamferred or rounded as directed etc., complete ( excluding cost of

providing and placing reinforcement steel and gate ) with initial lead upto 1 km and all lifts. ( Cement

content : 350 kg / cum with use of super plasticiser(0.4% by wt. of cement, CA : 0.80 cum, Blending

Ratio of CA--65:35, FA : 0.44 cum)



Page 103 of 448


DATA: RATE ANALYSIS

UNIT:

A. MATERIALS: 36.00 Rm

Rate Amount

in Rs. in Rs

1 Cement mix kg 2450 5.50 13475.00

Cenent for incidentals @ 5 kg / cum kg 35.00 5.50 192.50







7 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 53.50 428.00


2 Needle vibrator 40 mm ( ele ) Hour 8.00 5.60 44.80


3 10 hp pump ( ele ) Hour 0.50 6.60 3.30



C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 2.00 520.00 1040.00


6 mazdoor






for curing & miscellaneous Day 2.00 465.00 930.00







ABSTRACT:




Total Rs: 87153.24




Page 104 of 448








IRR-DAW-2-13Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade

Cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat

including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in

position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar

etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of

super plasticiser(0.4% by wt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement for mix kg 4446 5.50 24453.00







6 Sundries ( asphalt mortar etc ) LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300/200 ltr ( ele ) Hour 8.00 53.50 428.00


2 10 hp pump ( ele ) Hour 0.50 6.60 3.30



C. LABOUR:

Rate Amount

in Rs. in Rs



3 Mason Class-I Day 3.00 520.00 1560.00


5 mazdoor


for batching materials Day 9.00 465.00 4185.00


for laying & compacting Day 5.00 465.00 2325.00








ABSTRACT:





Page 105 of 448




Total Rs: 60024.65






Rate per cum (A+B+C+D)/11.70Rs: 5943.50

IRR-DAW-2-14Pre-cooling to control placement temperature of cement concrete in the range of 18 to 21 C at the

concrete placement point by inundation of coarse aggregates and adding flaked ice as part of mixing water including cost of all materials, machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 500 cum

Rate Amount

in Rs. in Rs

1 Sundries ( amonia gas etc) LS 3.00 22.00 66.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Ice maker unit consisting of: Hour 24.00 168.20 4036.80

Compressor 125 hp - 1 No

Condenser with 30 hp motor - 1 No.

Ice makers 10 t / day each - 3 Nos.

Pump 2 hp for ice cutting - 3 Nos.

Pump 2 hp for pumping water-3 Nos.

Screw conveyor with 15 hp motor -1

Ice elevator with 5 hp motor - 1 No.

Fuel / Energy charges for system Hour 24.00 1275.70 30616.80


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Ice maker unit Hour 24.00 163.00 3912.00

2 mazdoor

for Ice chamber ( 2 x 3 ) Day 6.00 465.00 2790.00

for miscellaneous works ( 1 x 3 ) Day 3.00 465.00 1395.00





ABSTRACT:




Total Rs: 42816.60




IRR-DAW-2-15Conveying and fixing elastomeric bearing for spillway bridge including cleaning and preparing surface,




Page 106 of 448


mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except

bearings, machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 6.00 Nos.

Rate Amount

in Rs. in Rs

1 Synthetic adhesive ( Resin + Hardener) kg 0.60 285.00 171.00

2 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Marker / Erector Day 1.00 625.00 625.00


3 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 2385.00




IRR-DAW-2-16Providing and constructing 150 mm dia hume pipe weep holes for concrete / masonry walls including

providing 20 x 20 x 20 cm size porous concrete block made of cement and 20 mm down coarse aggregate

in 1 : 4 proportion including 10 cm thick sand backing at the junction of wall and soil back fill, cost of all

materials, machinery, labour etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 150 mm dia hume pipe Rm 2.90 315.00 913.50

2 Cement kg 3.00 5.50 16.50

3 20 - 10 mm coarse aggregate cum 0.01 990.00 7.92

4 Sand for filling cum 0.02 570.00 11.40


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:






Page 107 of 448



in Rs. in Rs

1 Mason Class-II Day 0.25 490.00 122.50

2 mazdoor Day 0.25 465.00 116.25





ABSTRACT:




Total Rs: 1188.07







IRR-DAW-2-17Providing and forming expansion joint for spillway bridge consisting of 75 x 75 x 6 mm angles 2 numbers

provided with 25 cm long 12 mm dia. anchors fixed to both flanges at 15 cm c /c and 140 x 6 mm plate

welded on top of one of the angle including cost of all materials, machinery, labour, providing and fixing

38 mm thick joint filler board matching the thickness of wearing coat, painting etc., complete with lead

upto 1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Structural steel plate kg 50.70 44.00 2230.80

2 Structural steel angle kg 104.50 45.00 4702.50

3 12 dia steel anchors kg 27.40 41.50 1137.10

4 Welding electrodes Nos 70.00 11.00 770.00

5 Joint filler board 19 mm thick sqm 1.00 580.00 580.00

6 Sundries ( cutting gas / paint etc ) LS 1.50 22.00 33.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Welding set Hour 8.00 15.30 122.40


2 Sundries (cutting torch/ welding guns etc) LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Marker / Fabricator / Erector Day 1.50 625.00 937.50

2 Gas cutter / Welder Day 1.50 555.00 832.50

3 mazdoor Day 2.00 465.00 930.00





ABSTRACT:





Page 108 of 448




Total Rs: 13179.00




Rate per Rm (A+B+C+D)/7.50 Rs: 2001.80

IRR_DAW-3 MASONRY & GUNITING WORKS :

IRR-DAW-3-1Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar

1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar,

wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts. ( Cement content :

190 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum)

DATA: RATE ANALYSIS

UNIT:

A. MATERIALS: 25.00 cum

Rate Amount

in Rs. in Rs

1 Cement for mortar kg 4750 5.50 26125.00

2 Rubble stones cum 21.25 370.00 7862.50

3 Stone chips cum 3.75 485.00 1818.75

4 Sand (Screened ) cum 10 760.00 7600.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60


Rs: 882.50

C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 2.50 520.00 1300.00


6 Chavali Day 16.00 490.00 7840.00

7 mazdoor


for batching sand Day 6.00 465.00 2790.00


for laying & packing mortar Day 10.00 465.00 4650.00

for loading chips Day 1.00 465.00 465.00

for washing rubble / finishing / curing Day 4.00 465.00 1860.00

for conveying mortar / chips Day 12.00 465.00 5580.00





ABSTRACT:







Page 109 of 448


Total Rs: 76414.35


Lead Charges for 1 Km for FA 10.00 cum @ 35.3 Rs./Cum 353

Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ 33.8 Rs./Cum 845.00




IRR-DAW-3-2Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar

1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, cleaning, packing mortar,

wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts. ( Cement content :

143 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs



3 Stone chips cum 3.75 485.00 1818.75

4 Sand (Screened ) cum 10 760.00 7600.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300 / 200 ltr(ele) Hour 8.00 53.50 428.00


2 10 hp pump Hour 1.00 6.60 6.60


Rs: 882.50

C. LABOUR:

Rate Amount

in Rs. in Rs




4 Mason Class-I Day 2.50 520.00 1300.00


6 Chavali Day 16.00 490.00 7840.00

7 mazdoor












ABSTRACT:




Total Rs: 69951.85





Page 110 of 448


Lead Charges for 1 Km for FA 10.00 cum @ 35.3 Rs./Cum 353





IRR-DAW-3-3Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement

mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning,

packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts. ( Thickness of

the CR face assumed: 0.75 m,Cement content : 178 kg/cum of masonry, rubble stones : 0.35 cum, stone

chips:0.15 cum/cum, FA:0.375 cum, CR stones 30x30x45 cm:9.75 No, CR stones 30x30x60 cm:3.25 No)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs


2 Coursed rubble stone 30 x 30 x 45 cm Nos 244 25.00 6100.00



5 Stone chips cum 3.75 485.00 1818.75

6 Sand (Screened ) cum 9.375 760.00 7125.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60



C. LABOUR:

Rate Amount

in Rs. in Rs




4 Stone chiseller Cl -II Day 7.00 490.00 3430.00

5 Mason Class-I Day 2.50 520.00 1300.00


7 Chavali Day 16.00 490.00 7840.00

8 mazdoor












ABSTRACT:




Total Rs: 81654.35




Page 111 of 448








IRR-DAW-3-4Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement

mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning,

packing mortar, wedging stone chips, curing etc., with initial lead upto 1 km and all lifts. ( Cement

content : 134 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.375

cum, CR stones 30 x 30 x 45 cm : 9.75 No, CR stones 30 x 30 x 60 cm : 3.25 No)

stone chips : 0.15 cum/cum, FA : 0.375 cum,

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs





5 Stone chips cum 3.75 485.00 1818.75



B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60



C. LABOUR:

Rate Amount

in Rs. in Rs





5 Mason Class-I Day 2.50 520.00 1300.00


7 Chavali Day 16.00 490.00 7840.00

8 mazdoor












ABSTRACT:





Page 112 of 448




Total Rs: 75604.35







IRR-DAW-3-5Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones

in cement mortar 1 : 3 proportion including cost of all materials, machinery, labour, scaffolding, ramps,

cleaning, packing mortar, wedging stone chips, curing etc., complete with initial lead upto 1 km and all lifts.

( Cement content : 167 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA :

0.35 cum, Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs





5 Stone chips cum 3.75 485.00 1818.75



B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60



C. LABOUR:

Rate Amount

in Rs. in Rs




4 Stone chiseller Cl -I Day 14.00 550.00 7700.00


6 Mason Class-I Day 2.50 520.00 1300.00


8 Chavali Day 16.00 490.00 7840.00

9 mazdoor















Page 113 of 448


ABSTRACT:




Total Rs: 87606.85







IRR-DAW-3-6Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in

cement mortar 1 : 4 proportion including cost of all materials, machinery, labour, scaffolding, ramps, cleaning,

packing mortar, wedging stone chips, curing etc.,complete with initial lead upto 1 km and all lifts. ( Cement

content : 125 kg/cum of masonry, rubble stones : 0.35 cum, stone chips : 0.15 cum/cum, FA : 0.35 cum,

Dressed stones 30 x 30 x 45 cm : 10 No, Dressed stones 30 x 30 x 60 cm : 3.40 No)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs





5 Stone chips cum 3.75 485.00 1818.75



B. MACHINERY:

Rate Amount

in Rs. in Rs



2 10 hp pump ( ele ) Hour 1.00 6.60 6.60



C. LABOUR:

Rate Amount

in Rs. in Rs




4 Stone chiseller Cl -I Day 14.00 550.00 7700.00


6 Mason Class-I Day 2.50 520.00 1300.00


8 Chavali Day 16.00 490.00 7840.00

9 mazdoor












Page 114 of 448





ABSTRACT:




Total Rs: 81831.85







IRR-DAW-3-7Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 2

proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials,

labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Cement kg 455.446 5.50 2504.95



B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

(Manual mixing ) 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Mason Class-I Day 10.00 520.00 5200.00

2 mazdoor Day 10.00 465.00 4650.00





ABSTRACT:




Total Rs: 12913.55






IRR-DAW-3-8Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 3

proportion by volume including raking and cleaning joints, pressing mortar into joints, cost of all materials,

labour, scaffolding, finishing, curing etc., complete with initial lead upto 1 km and all lifts.




Page 115 of 448


DATA: RATE ANALYSIS

UNIT:

A. MATERIALS: 100.00 sqm

Rate Amount

in Rs. in Rs

1 Cement kg 321.80 5.50 1769.90



B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

Manual mixing ) 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Mason Class-I Day 10.00 520.00 5200.00

2 mazdoor Day 10.00 465.00 4650.00





ABSTRACT:




Total Rs: 12178.50






IRR_DAW-4 CONTRACTION JOINT WORKS:

IRR-DAW-4-1Providing 25 mm thick guniting to rock or masonry surface in cement mortar 1 : 3 proportion by weight

including cost of all materials, machinery, labour, raking-out and cleaning joints, scaffolding wherever

required and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 36.00 sqm

Rate Amount

in Rs. in Rs

1 Cement kg 609.90 5.50 3354.45


3 Use rate of grout hose 25 m Hour 8.00 5.09 40.75

4 Use rate of water hose 25 m Hour 8.00 5.06 40.50

5 Use rate of guniting nozzle Hour 8.00 3.63 29.00

6 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Guniting equipment Hour 8.00 111.90 895.20







Page 116 of 448




3 Pump 10 hp ( ele ) Hour 1.00 6.60 6.60


4 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Crew for Guniting equipment Hour 8.00 269.10 2152.80


3 Crew for pump Hour 1.00 102.00 102.00

4 Mason Cl II Day 1.00 490.00 490.00

5 mazdoor

for cement handling Day 2.00 465.00 930.00

for sand Day 2.00 465.00 930.00

mazdoor for other works Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 17856.00

Add for scaffolding 3% 446.40

Total Rs: 18302.40






IRR-DAW-4-2Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in

two lines with 8 mm dia steel dowel rods on either side at one metre interval, forming 125 x 125 mm size

groove in between copper strips for filling asphalt including fixing 15 mm dia two legged G.I pipe with

U - bend at bottom for circulation of steam at intervals and forming 150 mm dia formed drain behind water

seals including cost of all materials, machinery, labour, filling asphalt, circulation of steam through

pipes etc., complete with all leads and lifts. consider 12 m height of contraction joint for analysis.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Copper sheet 16 SWG kg 215.00 625.00 134375.00

2 Reinforcement steel 8 mm dia kg 30.00 41.50 1245.00

3 GI pipe 15 mm dia Rm 24.00 90.00 2160.00

4 Asphalt kg 192.00 45.00 8640.00

5 Elbows / Nipple / Plugs etc., LS 5.00 18.00 90.00

6 Soldering materials LS 40.00 17.00 680.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Steam circulation arrangement LS 8.00 18.00 144.00

Fuel charges ( gas for heating ) LS 10.00 17.00 170.00




Page 117 of 448



C. LABOUR:

Rate Amount

in Rs. in Rs

1 Welder Day 1.00 555.00 555.00

2 Tinsmith Day 1.00 515.00 515.00

3 Bar bender Day 0.50 615.00 307.50

4 Pipe fitter Day 0.50 605.00 302.50

5 Mason Class-I Day 0.50 520.00 260.00

6 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 149909.00




IRR-DAW-4-3Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality

PVC water stop in two lines with 8 mm diameter steel dowel rods on either side at 1m interval, forming

125 x 125 mm size groove in between two water stops, providing & fixing 15 mm dia two legged G.I pipe with

U-bend at bottom for circulation steam at interval, forming 150 mm diameter formed drain behind water

seals including filling groove with asphalt, circulation of steam at intervals, cost of all materials, machinery,

labour etc, Complete with all leads and lifs

DATA: RATE ANALYSIS

A. MATERIALS: UNIT: 12.00 Rm.

Rate Amount

in Rs. in Rs

1 PVC water stops 310 mm wide Rm 24.50 424.00 10388.00


3 GI pipe 15 mm dia Rm 24.00 90.00 2160.00

4 Asphalt kg 192.00 45.00 8640.00

5 Elbows / Nipple / Plugs etc., LS 5.00 18.00 90.00

6 Vulcanizing materials LS 25.00 18.00 450.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Steam circulation arrangement LS 8.00 18.00 144.00

Fuel charges ( gas for heating ) LS 10.00 17.00 170.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Welder Day 0.50 555.00 277.50

2 Bar bender Day 0.50 615.00 307.50

3 Pipe fitter Day 0.50 605.00 302.50

4 Mason Class-I Day 0.50 520.00 260.00

5 mazdoor Day 1.00 465.00 465.00







Page 118 of 448




ABSTRACT:




Total Rs: 24899.50


Total cost for 12.00 Rm. Rs: 28289.57


IRR-DAW-4-4Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in

single line with 8 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials,

machinery, labour etc., complete with all leads and lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Copper sheet 16 SWG kg 77.00 625.00 48125.00


3 Soldering materials LS 10.00 17.00 170.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Sundries such as soldering gun etc., LS 3.00 22.00 66.00

Fuel charges ( gas ) LS 5.00 17.00 85.00

Rs: 151.00

C. LABOUR:

Rate Amount

in Rs. in Rs

1 Welder Day 0.5 555.00 277.50

2 Tinsmith Day 0.5 515.00 257.50

3 Bar bender Day 0.5 615.00 307.50

4 Mason Class-I Day 0.5 520.00 260.00

5 mazdoor Day 0.5 465.00 232.50





ABSTRACT:




Total Rs: 50403.50




IRR-DAW-4-5Providing and constructing contraction joints by fixing 23 cm wide central bulb type PVC water stop in

single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all

materials, machinery, labour, valcunising joints etc., complete with all leads and lifts.

DATA: RATE ANALYSIS





Page 119 of 448


Rate Amount

in Rs. in Rs

1 PVC water seal 23 cm wide Rm 9.00 45.00 405.00


3 Vulcanising materials LS 2.00 18.00 36.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Sundries such as heater etc., LS 0.50 22.00 11.00

Fuel charges for heating LS 0.50 17.00 8.50

Total hire charges of Machinery 19.50

C. LABOUR:

Rate Amount

in Rs. in Rs

1 Welder Day 0.50 555.00 277.50

2 Bar bender Day 0.50 615.00 307.50

3 Mason Class-I Day 0.50 520.00 260.00

4 mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 1953.00




IRR_DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS :

IRR-DAW-5-1Providing hearting embankment using selected impervious soil from approved borrow areas in layers of

25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as

excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods,

sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using

Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto

1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 825.00 cum

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs





3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 471.60 18864.00







Page 120 of 448


4 Pump 5 hp ( ele ) Hour 4.00 2.80 11.20


5 Water tanker 8000 ltr Hour 8.00 417.80 3342.40


6 Vibratory Roller 8 tonne Hour 6.50 1325.00 8612.50


7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs





5 Crew for Water tanker Hour 8.00 211.60 1692.80

6 Crew for Roller Hour 6.50 324.50 2109.25


8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 109733.25




IRR-DAW-5-2Providing cut-off trench filling using selected impervious soil from approved borrow areas in layers of

25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as

excavation, sorting out, transportation, spreading soil to specified thickness, breaking clods, sectioning,

watering, compacting to density control of not less than 95 percent using Sheep foot roller / Vibratory

roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km and all lifts.

complete with initial lead upto 1 km and all lifts.

DATA:


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs







4 Pump 5 hp ( ele ) Hour 4.00 2.80 11.20






Page 121 of 448





7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 118018.85




IRR-DAW-5-3Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 25 to

30 cm before compaction including cost of all materials, machinery, labour, all other operations such as

excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods,

sectioning, watering, compacting to density control of not less than 95 percent using Sheep foot roller /

Vibratory roller/ 8 to 10 tonne power roller as stipulated etc., complete with initial lead upto 1 km

and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Shovel 0.85 cum Hour 8.00 1624.00 12992.00


3 Tipper 5 cum Hour 32.00 471.60 15091.20


4 Pump 5 hp ( ele ) Hour 3.00 2.80 8.40








Page 122 of 448



7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 90130.10




IRR-DAW-5-4Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm

before compaction including cost of all materials, machinery, labour, all other operations such as

re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods,

sectioning, watering, compacting to specified density control of not less than 95 percent using Sheep foot

roller / Vibratory roller/ 8 to 10 tonne power roller as stipulated etc.,complete with initial lead upto

1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Shovel 0.85 cum Hour 8.00 1624.00 12992.00


3 Tipper 5 cum Hour 48.00 471.60 22636.80


4 Pump 5 hp ( ele ) Hour 4.00 2.80 11.20






7 Sundries LS 5.00 22.00 110.00




Page 123 of 448



C. LABOUR:

Rate Amount

in Rs. in Rs








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 117118.42




IRR-DAW-5-4-A (New Item1 - 2011-12)Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm

before compaction including cost of all materials, machinery, labour, all other operations such as

re-excavation, sorting out, transportation, spreading in layers of specified thickness, breaking clods, sectioning,

watering, compacting to specified density control of not less than 90 percent using 2 Tonne Roller as

stipulated etc.,complete with initial lead upto 1 km and all lifts. (For Maintenance Works)

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Shovel 0.85 cum Hour 8.00 1624.00 12992.00


3 Tipper 5 cum Hour 48.00 471.60 22636.80


4 Pump 5 hp ( ele ) Hour 4.00 2.80 11.20






7 Sundries LS 5.00 22.00 110.00


C. LABOUR:




Page 124 of 448


Rate Amount

in Rs. in Rs








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 117118.42




Deduct Rate for Proctar's density Control of 95% using 8T roller as per IRR-PMW-3-23 50.00

Add Rate for Proctor's Density control of 90% using 2T Roller as per IRR-PMW-3-24 6.70

Rate per cum Rs. 93.90

IRR-DAW-5-5Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm

before compaction including cost of all materials, machinery, labour, all operations such as excavation,

sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning,

watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot

roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and

all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs







4 Pump 5 hp ( ele ) Hour 4.00 2.80 11.20






7 Sundries LS 2.00 22.00 44.00


C. LABOUR:




Page 125 of 448


Rate Amount

in Rs. in Rs








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 109180.70




IRR-DAW-5-6Providing embankment adjacent to masonry / concrete structures and filling trial pits using impervious

soil from approved borrow areas in layers of 10 to 15 cm and compacting each layer to density control of

not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all

materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc.,


DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Use rate of air hose Hour 16.00 10.19 163.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs



2 Shovel 0.85 cum Hour 0.80 1624.00 1299.20


3 Tipper 5 cum Hour 3.00 471.60 1414.80




5 Pump 5 hp ( ele ) Hour 0.40 2.80 1.12




7 Pneumatic tampers 2 Nos. Hour 16.00 20.70 331.20


8 Sundries LS 1.00 22.00 22.00

Total cost of Machinary Rs: 11272.07

C. LABOUR:

Rate Amount





Page 126 of 448


in Rs. in Rs







7 Crew for Pneumatic tamper Hour 16.00 322.90 5166.40


9 mazdoor Day 5.00 465.00 2325.00





ABSTRACT:




Total Rs: 22269.98




IRR-DAW-5-7Providing and constructing rockfill embankment with 300 mm down graded stones and quarry spalls from

approved source including cost of all materials, machinery, labour, spreading stones and spalls in layers,

hand packing, wedging, finishing the surface to required slopes etc., complete with initial lead upto 1 km

and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs






5 Detonator ordinary Nos 8.00 9.00 72.00

6 Fuse coil Rm 200.00 7.00 1400.00

7 Sundries ( waste tyres etc ) LS 10.00 22.00 220.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Air compressor 8.5cmm( diesel )3 Nos Hour 30.00 267.00 8010.00


2 Jack hammer 6 Nos Hour 60.00 20.80 1248.00




4 Shovel 0.85 cum Hour 8.00 1624.00 12992.00


5 Tipper 5 cum Hour 24.00 471.60 11318.40



C. LABOUR:

Rate Amount





Page 127 of 448


in Rs. in Rs






6 Blaster Day 1.00 615.00 615.00




10 mazdoor Day 10.00 465.00 4650.00





ABSTRACT:




Total Rs: 169839.65




IRR-DAW-5-8Providing and constructing dry rubble rock-toe using rubble and stone chips from approved source including

cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to

required slopes etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs


Reconditionong charges @ 10% 381.53

2 Use rate of air hose Hour 15.00 10.19 152.81


4 Electric detonator Nos 40.00 10.00 400.00

5 Detonator ordinary Nos 2.00 9.00 18.00

6 Fuse coil Rm 50.00 7.00 350.00

7 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Air compressor 8.5 cmm ( diesel ) Hour 7.50 267.00 2002.50


2 Jack hammer Hour 15.00 20.80 312.00


3 Shovel 0.85 cum Hour 2.00 1624.00 3248.00


4 Tipper 5 cum Hour 6.00 471.60 2829.60



C. LABOUR:

Rate Amount

in Rs. in Rs






Page 128 of 448





5 Blaster Day 0.50 615.00 307.50




9 mazdoor Day 19.00 465.00 8835.00





ABSTRACT:




Total Rs: 51525.28




IRR-DAW-5-9Providing and constructing dry rubble rock-toe with rubble and stone chips from dump yard (Spoil Bank)

including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and

sides to required slopes etc., complete with initial lead upto 1 km and all lifts.

Note: Useful rubble and stone chips will be issued at dump yard at the issue rate for usefull rubble /stone

chips. Sorting out and breaking charges included in rate analysis.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Useful rubble ( at dump yard ) cum 100.00 189.00 18900.00

2 Useful stone chips ( at dump yard ) cum 15.00 200.00 3000.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Shovel 0.85 cum Hour 2.00 1624.00 3248.00


2 Tipper 5 cum Hour 6.00 471.60 2829.60



C. LABOUR:

Rate Amount

in Rs. in Rs






7 mazdoor Day 21.00 465.00 9765.00








Page 129 of 448


ABSTRACT:




Total Rs: 48770.60




IRR-DAW-5-9-A (New Item 4 -2012-13)

Providing and constructing Dry rock Pitching for Groynes using Un-Coursed rubble stone of size 300 mm

thick and Un-Coursed rubble stone chips from Quarry to site of work including cost of all materials,

Machinery, Labour charge hand packing Un-Course rubble stone &chips to the designed profile with all

leads and lifts etc

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Un Coursed Rubble Stones at quarry cum 100.00 370.00 37000.00

2 Stone Chips at Quarry cum 15.00 485.00 7275.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Shovel 0.85 cum for loading tipper at the worksite Hour 2.00 1624.00 3248.00


2 Tipper 5 cum Hour 6.00 471.60 2829.60



C. LABOUR:

Rate Amount

in Rs. in Rs






7 mazdoor Day 21.00 465.00 9765.00





ABSTRACT:




Total Rs: 71145.60




IRR-DAW-5-10

Providing and laying 30 cm diameter open jointed hume pipes with collars in rock-toe for

drainage including cost of all materials, machinery, labour etc., complete with lead upto 1 km

and all lifts.

DATA: Consider 100 m open jointed hume pipe drain for analysis.

Number of collars for 100 m length 40.00 Nos.

Weight of pipe and collars @ kg/m. 8.00 tonnes.

Requirement of labour :




Page 130 of 448


1 Mason Cl -II and 3 mazdoors : for laying 50 Rm pipe / day.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 Rm

Rate Amount

in Rs. in Rs

1 Hume pipe 300 mm dia.with collar Rm 100.00 530.00 53000.00

0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Mason Cl- II Day 2 490.00 980.00

2 mazdoor Day 6 465.00 2790.00





ABSTRACT:




Total Rs: 56770.00




IRR_DAW-6 FILTER & PITCHING WORKS :

IRR-DAW-6-1Providing and constructing 1.20 m internal diameter and average 3 m height RCC manhole with 60 cm dia.

top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard coarse aggregate, 20 cm

thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cm thick for cover including providing 12 mm

dia reinforcement bars at 30 cm c / c both ways for bed / sides / cut-off wall / top slab / rungs and 8 mm dia

bars at 15 cm c / c bothways for cover, excavation for foundation, providing 30 cm dia hume pipe outlet, cost

of all materials, machinery, labour, formwork, scaffolding, batching, mixing, laying, vibrating, finishing, curing

etc., complete with lead upto 1 km and all lifts. ( Cement content : 300 kg/cum , CA : 0.80 cum, Blending

Ratioof CA -- 65:35, FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)

FA : 0.44 cum, superplasticizer (0.4% by wt. of cement)

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 1 Each




Page 131 of 448


Rate Amount

in Rs. in Rs

1 Cement kg 1331.70 5.50 7324.35


2 Coarse aggregate 20 to 10 mm cum 2.31 990.00 2285.20

Coarse aggregate 10 to 4.75 mm cum 1.24 760.00 944.62



5 Reinforcement steel with 5 % wastage kg 163.70 41.50 6793.34

6 Binding wire kg 4.00 60.00 240.00

7 Hume pipe 300 mm dia Rm 1.00 530.00 530.00



10 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 Concrete mixer 300 / 200 ( ele ) Hour 4.00 53.50 214.00




3 Pump 5 hp ( ele ) Hour 0.50 2.80 1.40


4 Sundries LS 1.00 22.00 22.00

Total cost of Machinery Rs: 497.40

C. LABOUR:

Rate Amount

in Rs. in Rs

1 Mason Cl- II Day 1.00 490.00 490.00

2 Bar bender Day 1.00 615.00 615.00


4 mazdoor

for excavation for foundation Day 2.00 465.00 930.00

for bar bending Day 1.00 465.00 465.00

for concreting Day 5.00 465.00 2325.00

for excavation for foundation Day 2.00 465.00 930.00

for concreting Day 4.00 465.00 1860.00

for curing Day 1.00 465.00 465.00






ABSTRACT:




Total Rs: 43357.18




Lead Charges for 1Km for Cement (including Loading and Unloading Charges)1.35 tonne @ 186.3 Rs./Tonne250.5766671


Total cost for 1.00 Each Rs: 49735.68

Rate per Each (A+B+C+D)/1.0 Rs: 49735.70

IRR-DAW-6-2




Page 132 of 448


Providing and constructing longitudinal and cross graded filter drains using sand and 80-20 mm and 20 mm down

graded aggregates satisfying specified filter creteria in layers as per specifications including cost of all materials,

machinery, labour, laying to required slopes, compaction etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs





5 Coarse aggregate 10 mm down cum 8.16 760.00 6203.50


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 38.00 465.00 17670.00





ABSTRACT:




Total Rs: 86683.93




IRR-DAW-6-3Providing and constructing 1.40 m thick vertical or inclined graded filter media consisting of 20 cm thick sand

layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick 80-20 mm coarse aggregate layer using

approved materials satisfying specified filter criteria as per specifications including cost of all materials,

machinery, labour, laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs






Total cost of Materials Total cost of Materials Rs: 70492.35

B. MACHINERY:

Rate Amount






Page 133 of 448


in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 38.00 465.00 17670.00





ABSTRACT:




Total Rs: 88777.35




IRR-DAW-6-4Providing and constructing graded filter media below and behind rock-toe consisting of 20 cm thick sand, 25 cm

thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarse aggregates satisfying filter criteria as per

specifications including cost of all materials, labour, machinery, laying to required slope, compaction etc.,

complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs







B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 34.00 465.00 15810.00





ABSTRACT:






Page 134 of 448





Total Rs: 83074.80




IRR-DAW-6-4-A (New Item2- 2011-12)Providing and constructing graded filter media below and behind rock-toe consisting of 30 cm thick 80 - 20 mm

Size graded coarse aggregates satisfying filter criteria as per specifications including cost of all materials, labour,

Machinery, laying to required slope, compaction etc., complete with initial lead up to 50 m and all lifts.

all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs






B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 12.00 465.00 5580.00





ABSTRACT:




Total Rs: 81745.00




IRR-DAW-6-5Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-woven filter fabric and

400 mm thick 20 mm downgraded coarse aggregate for vertical / inclined and horizontal filter blanket for

embankment including cost of all materials, machinery, labour etc., complete with lead upto 50 m for aggregate

and all leads for fabric and all lifts.




Page 135 of 448


DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm

Rate Amount

in Rs. in Rs

1 PP filter fabric 250 gsm sqm 220.00 54.00 11880.00

2 20 - 10 mm CA @ 75 % cum 30.00 990.00 29700.00

10 mm down CA @ 25 % cum 10.00 760.00 7600.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 14.00 465.00 6510.00





ABSTRACT:




Total Rs: 56305.00




IRR-DAW-6-5A New Item included in 2016-17Providing and constructing sand filters below Revetment for Minor Works using clean approved sand satisfying

filter criteria including cost of all materials, machinery, labour, compacting etc., complete with initial lead

up to 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Sand (unscreaned) cum 100.00 570.00 57000.00


B. MACHINERY:

Amount

in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00





Sl No Particulars QuantityUnit

Sl No Description Quantity Rate Unit

Page 136 of 448


C. LABOUR:

Sl No Description Quantity Rate Amount

in Rs. in Rs


2 mazdoor Day 8.00 465.00 3720.00





ABSTRACT:




Total Rs: 61335.00

D.Add for contractor's profit and overheads on (A+B+C) Rs. 8350.76025

Total cost for 100 cum Rs: 69685.76


IRR-DAW-6-6Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying filter criteria including

cost of all materials, machinery, labour, compacting etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs

1 Sand (Un-Screened) cum 105.00 570.00 59850.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 30.00 465.00 13950.00





ABSTRACT:




Total Rs: 74415.00




IRR-DAW-6-7Providing and constructing 90 cm thick transition cum filter media behind rock fill using approved sand and

80-20 mm and 20 mm downgraded, aggregates satisfying the filter criteria in layers of 30 cm thickness each as per


Unit



Page 137 of 448


Specifications including cost of all materials, machinery, labour, laying each layer to required slope, compaction

etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum.

Rate Amount

in Rs. in Rs

1 Sand (Un-Screened ) cum 34.00 570.00 19380.00






B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs


2 mazdoor Day 40.00 465.00 18600.00





ABSTRACT:




Total Rs: 88932.00




IRR-DAW-6-8Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through

stones at 1.50 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size

approved graded aggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour,

laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs




4 Stone chips cum 9.00 485.00 4365.00

5 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 370.00 21312.00

6 Through stones 65 to 75 cm long Nos 44.00 69.00 3036.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00






Page 138 of 448


0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 33.00 465.00 15345.00





ABSTRACT:




Total Rs: 83539.00




IRR-DAW-6-9Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75 cm long through stones

at 1.50 m c / c over a backing of 60 cm thick graded filter media consisting of sand, 10 mm and 40 mm size

approved graded aggregates laid in layers of 20 cm thick each including cost of all materials, machinery, labour,

laying to required slopes, wedging with chips, finishing etc. complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs




4 Stone chips cum 9.00 485.00 4365.00

5 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 370.00 21312.00

6 Through stones 65 to 75 cm long Nos 44.00 69.00 3036.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 39.00 465.00 18135.00





ABSTRACT:







Page 139 of 448



Total Rs: 97651.00




IRR-DAW-6-10Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of 45 cm thick graded

filter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thick

each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc.,


DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.

Rate Amount

in Rs. in Rs




4 Stone chips cum 9.00 485.00 4365.00

5 Rough stones ( rubble ) cum 60.00 370.00 22200.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 28.00 465.00 13020.00





ABSTRACT:




Total Rs: 76616.00


Total cost for 100.00 sqm. Rs: 87047.27

Rate per sqm (A+B+C+D)/100 Rs: 870.50



each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips, etc.,


DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs






Page 140 of 448




4 Stone chips cum 11.00 485.00 5335.00



B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 30.00 465.00 13950.00





ABSTRACT:




Total Rs: 84556.00






each including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc.,


DATA: RATE ANALYSIS


Rate Amount

in Rs. in Rs




4 Stone chips cum 13.50 485.00 6547.50



B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs



3 mazdoor Day 34.00 465.00 15810.00


Quantity

Unit Quantity

Sl No

Sl No Description Unit


Description Unit Quantity

Sl No Description

Particulars

Quantity

Unit Quantity

Sl No

Page 141 of 448





ABSTRACT:




Total Rs: 94158.50




IRR-DAW-6-13Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over

20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading

sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.

Rate Amount

in Rs. in Rs


2 Hariyala turfing sods sqm 100.00 38.00 3800.00


B. MACHINERY:

Rate Amount

in Rs. in Rs

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs

1 Cartman with double bullock cart Day 2.00 545.00 1090.00

2 mazdoor Day 15.00 465.00 6975.00





ABSTRACT:




Total Rs: 13005.00



Total cost for 100.00 sqm. Rs: 14846.23




UnitSl No Particulars Quantity

Page 142 of 448


ABSTRACT:A. Cost of Materials Rs: 4940.00B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 8065.00

Total Rs: 13005.00D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1770.63Lead Charges for 1 Km for FA 2.00 cum @ 35.3 Rs./Cum 70.6Total cost for 100.00 sqm. Rs: 14846.23Rate per Sqm (A+B+C+D)/100 Rs: 148.50

Page 143 of 448


DATA: RATE ANALYSISA. MATERIALS: UNIT : 100 sqm

Rate Amount in Rs. in Rs

1 Sand (Un-Screened ) cum 15.30 570.00 8721.002 Coarse aggregate 10 mm down cum 15.30 760.00 11628.003 Coarse aggregate 40-20 mm cum 15.30 890.00 13617.004 Stone chips cum 11.00 485.00 5335.005 Rough stones ( rubble ) cum 75.00 370.00 27750.00


B. MACHINERY:Rate Amount in Rs. in Rs

1 NIL 0.00 0.00 0.000.00 0.00 0.00


C. LABOUR:Rate Amount in Rs. in Rs

1 work inspector Day 1.00 615.00 615.002 Mason Class-II Day 6.00 490.00 2940.003 mazdoor Day 30.00 465.00 13950.00

Total cost of Labour Rs: 17505.00labour component/unit qty 175.10Add contractor's profit and overhead charges 13.615% 23.80labour component/unit qty (including contractor's profit) 198.90ABSTRACT:A. Cost of Materials Rs: 67051.00B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 17505.00

Total Rs: 84556.00D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 11512.3Total cost for 100.00 sqm Rs: 96068.30Rate per Sqm (A+B+C+D)/100 Rs: 960.70

IRR-DAW-6-12Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of 45 cm thick gradedfilter media consisting of sand, 10 mm and 40 mm size graded approved aggregates laid in layers of 15 cm thickeach including cost of all materials, machinery, labour, laying to required slopes, wedging with stone chips etc.,complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSISA. MATERIALS: UNIT : 100 sqm


1 Sand (Un-Screened ) cum 15.30 570.00 8721.002 Coarse aggregate 10 mm down cum 15.30 760.00 11628.003 Coarse aggregate 40-20 mm cum 15.30 890.00 13617.004 Stone chips cum 13.50 485.00 6547.505 Rough stones ( rubble ) cum 90.00 370.00 33300.00

Total cost of Materials Rs: 73813.50B. MACHINERY:


1 NIL 0.00 0.00 0.000.00 0.00 0.00

Total hire charges of Machinery Rs: 0.00C. LABOUR:

Rate Amount

Unit Quantity

Particulars Unit Quantity

Sl No


Sl No Description



Sl No Description

Quantity

Unit Quantity

Sl No

Page 142 of 448


in Rs. in Rs1 work inspector Day 1.00 615.00 615.002 Mason Class-II Day 8.00 490.00 3920.003 mazdoor Day 34.00 465.00 15810.00

Total cost of Labour Rs: 20345.00labour component/unit qty 203.50Add contractor's profit and overhead charges 13.615% 27.70labour component/unit qty (including contractor's profit) 231.20


Total Rs: 94158.50D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 12819.68Total cost for 100.00 sqm Rs: 106978.18Rate per Sqm (A+B+C+D)/100 Rs: 1069.80

IRR-DAW-6-13Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen embankments over20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading

sand, watering for 15 days etc., complete with initial lead upto 1 km and all lifts.

DATA: RATE ANALYSISA. MATERIALS: UNIT : 100 sqm.


1 Sand for filling cum 2.00 570.00 1140.002 Hariyala turfing sods sqm 100.00 38.00 3800.00


B. MACHINERY:Rate Amount in Rs. in Rs

1 NIL 0.00 0.00 0.000.00 0.00 0.00


C. LABOUR:Rate Amount in Rs. in Rs

1 Cartman with double bullock cart Day 2.00 545.00 1090.002 mazdoor Day 15.00 465.00 6975.00



Total Rs: 13005.00D.Add for contractor's profit and overheads on (A+B+C) 13.615% Rs. 1770.63Lead Charges for 1 Km for FA 2.00 cum @ 35.3 Rs./Cum 70.6Total cost for 100.00 sqm. Rs: 14846.23Rate per Sqm (A+B+C+D)/100 Rs: 148.50




Unit

Quantity

Sl No Particulars Quantity

Page 143 of 448

Tunnel and Allied Works - Item Unit Rates 2020-21

Index- code

IRR-TAW TUNNEL AND ALLIED WORKS - DATA RATES





while preparing the estimate. (i.e., to the data itself)

3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage


Additional Lead and Lift Charges:1. Unless otherwise specified the basic rates are inclusive of all lifts.2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges.

No loading and unloading charges shall be allowed for any item.

In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added againExample:Total lead for sand from approved sand quarry : 15 KmInitial lead included in the basic rate in the SR : 1 KmAdditional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cum Rs. 35.30 (-)Net additional lead charges / cum Rs. 199.80

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above)Example:Total lead for earth from approved borrow area : 15 KmInitial lead included in the basic rate in the SR : 1 KmAdditional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cum Rs. 35.30 (-)Net additional lead charges / cum Rs. 199.80

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within theworking area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges

TAW -Work Items

IRR-TAW-1 EXCAVATION :IRR-TAW-1-1

Excavation for adit by tunnelling methods in all types of rock including cost of all materials,machinery, labour,scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck outside adit

upto specified dump area and all other ancillary operations etc., complete with initial lead upto 1km and all lifts.

Chapter - II

TUNNEL AND ALLIED WORKS - Standard Data(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)


Page 144 of 448


DATA: RATE ANALYSISA. MATERIALS: UNIT : 38.50 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Small dia explosive kg 40.00 81.00 3240.002 Delay detonators Nos 54.00 16.00 864.003 Electric detonators Nos 5.00 10.00 50.004 Detonating fuse coil Rm 50.00 7.00 350.005 Use rate of drill rod 2.5 m long Rm 119.00 39.33 4680.67

Reconditioning charges @ 10% 468.076 Use rate of air hose Hour 20.00 5.09 101.887 Use rate of water hose Hour 20.00 5.06 101.258 Sundries( paint / template etc ) LS 2.00 22.00 44.00


B. MACHINERY:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Drilling jumbo Hour 8.00 372.40 2979.20

Fuel / Energy charges Hour 8.00 50.40 403.202 Air compressor 15 cmm ( ele ) Hour 5.00 127.40 637.00

Fuel / Energy charges Hour 5.00 1119.00 5595.003 Jack hammer ( 4 x 5 hrs ) Hour 20.00 20.80 416.00

Fuel / Energy charges Hour 20.00 0.00 0.004 Pusher leg Hour 20.00 12.50 250.00

Fuel / Energy charges Hour 20.00 0.00 0.005 Convey mucker Hour 6.50 809.30 5260.45

Fuel / Energy charges Hour 6.50 311.50 2024.756 Dumper ( 1 x 6.5 hrs ) Hour 6.50 613.70 3989.05

Fuel / Energy charges Hour 6.50 470.00 3055.007 Pump 10 hp ( ele ) Hour 5.00 6.60 33.00

Fuel / Energy charges Hour 5.00 89.50 447.508 Ventilation fans 20 hp Hour 1.00 11.30 11.30

Fuel / Energy charges Hour 1.00 179.00 179.009 Sundries(explosive van / magazine ) LS 2.00 22.00 44.00


C. LABOUR:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Crew for Drilling jumbo Hour 8.00 215.30 1722.402 Crew for Air compressor Hour 5.00 215.30 1076.503 Crew for Jack hammer Hour 20.00 403.70 8074.004 Crew for Convey mucker Hour 6.50 217.40 1413.105 Crew for Dumper Hour 6.50 270.80 1760.206 Crew for Pump Hour 5.00 102.00 510.007 Crew for ventilation fans Hour 1.00 35.20 35.208 Surveyor Day 0.50 885.00 442.509 Foreman Day 1.00 605.00 605.0010 Fitter / Mechanic Day 2.00 545.00 1090.0011 Blaster ( Licensed ) Day 1.00 615.00 615.00

Page 145 of 448


12 Helper blasting Day 2.00 490.00 980.0013 Hammerman Day 2.00 490.00 980.0014 work inspector 1 in each shift Day 3.00 615.00 1845.0015 Khalasi for mucking shift 4 Nos Day 4.00 545.00 2180.0016 mazdoor

for mucking shift 4 Nos Day 4.00 465.00 1860.00for other 2 shifts 1 No each shift Day 2.00 465.00 930.00for cleaning & miscellaneous Day 2.00 465.00 930.00Total cost of Labour Rs: 27048.90

labour component/unit qty 702.60Add contractor's profit and overhead charges 13.615% 95.70labour component/unit qty (including contractor's profit) 798.30


Total Rs: 62273.21Add for Air and Water line @ 1.00% Rs: 622.73Add for Ventilation @ 4.50% Rs: 2802.29Add for Lighting @ 1.60% Rs: 996.37Add for Ele sub-station / Demand charges @ 2.50% Rs: 1556.83

Total Rs: 68251.44D.Add 13.615% Rs: 9292.43Total cost for 38.50 cum Rs: 77543.87Rate per cum (A+B+C+D) / 38.50 Rs: 2014.10

IRR-TAW-1-2

Excavation for vertical / inclined shaft in all types of soft / hard rock including cost of all materials, machinery,labour, shoring, strutting, scaling excavated surface, ventilation, lighting, drainage, removing and hauling

excavated muck outside shaft upto specified dump area and all other ancillary operations etc., complete withinitial lead upto 1 km and all lifts.

DATA RATE ANALYSISA. MATERIALS: UNIT : 30.00 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Small dia explosive kg 32.00 81.00 2592.002 Electric detonator Nos 65.00 10.00 650.003 Detonating fuse coil Rm 50.00 7.00 350.004 Use rate of drill rod 1.6 m long Rm 95.00 31.67 3008.335 Reconditioning charges @ 10% 300.836 Use rate of air hose Hour 18.00 20.38 366.757 Use rate of water hose Hour 16.00 20.25 324.008 Use rate of rail track Shift 3.00 124.10 372.299 Use rate of mucking bucket Hour 24.00 25.40 609.6710 Sundries( paint / template etc ) LS 2.00 22.00 44.00



in Rs. in Rs.1 Air compressor 15 cmm ( ele ) Hour 4.50 127.40 573.30



Fuel / Energy charges Hour 4.00 89.50 358.004 Pump 20 hp electric Hour 2.00 12.40 24.80

Fuel / Energy charges Hour 2.00 179.00 358.005 Winch 35 hp electric Hour 28.00 124.70 3491.60

Page 146 of 448


Fuel / Energy charges Hour 28.00 219.30 6140.406 Tipping tub 1.5 cum Hour 24.00 70.50 1692.00




in Rs. in Rs.1 Crew for Air compressor Hour 4.50 215.30 968.852 Crew for Jack hammer Hour 16.00 403.70 6459.203 Crew for Pump 10 hp Hour 4.00 102.00 408.004 Crew for Pump 20 hp Hour 2.00 102.00 204.005 Crew for Winch Hour 28.00 322.90 9041.206 Surveyor Day 0.50 885.00 442.507 Foreman Day 4.00 605.00 2420.008 Fitter / Mechanic Day 2.00 545.00 1090.009 Blaster ( Licensed ) Day 1.00 615.00 615.0010 Helper blasting Day 2.00 490.00 980.0011 Hammerman 1 No. in each shift Day 3.00 490.00 1470.0012 work inspector 1 in each shift Day 4.00 615.00 2460.0013 Khalasi for mucking 2 Nos in each shift Day 6.00 545.00 3270.0014 mazdoor

for mucking 8 Nos in each shift Day 24.00 465.00 11160.00for other 2 shifts 1 No / shift Day 2.00 465.00 930.00for cleaning & miscellaneous Day 2.00 465.00 930.00Total cost of Labour Rs: 42848.75





IRR-TAW-1-3

Excavation for tunnel by tunnelling methods in rock not requiring supports including cost of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc.,


DATA: RATE ANALYSIS

Page 147 of 448


A. MATERIALS: UNIT : 48.60 cumSl No Particulars Unit Quantity Rate Amount







Fuel / Energy charges Hour 6.50 1119.00 7273.503 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 20.80 540.80



Fuel / Energy charges Hour 6.00 311.50 1869.006 Dumper ( 2 x 6 hrs ) Hour 12.00 613.70 7364.40






in Rs. in Rs.1 Crew for Drilling jumbo Hour 10.00 215.30 2153.002 Crew for Air compressor Hour 6.50 215.30 1399.453 Crew for Jack hammer Hour 26.00 403.70 10496.204 Crew for Convey mucker Hour 6.00 217.40 1304.405 Crew for Dumper Hour 12.00 270.80 3249.606 Crew for Pump Hour 6.50 102.00 663.007 Crew for ventilation fans Hour 2.00 35.20 70.408 Surveyor Day 0.50 885.00 442.509 Foreman Day 1.00 605.00 605.0010 Fitter / Mechanic Day 2.00 545.00 1090.0011 Blaster ( Licensed ) Day 1.00 615.00 615.0012 Helper blasting Day 2.00 490.00 980.0013 Hammerman Day 2.00 490.00 980.0014 work inspector 1 in each shift Day 3.00 615.00 1845.0015 Khalasi for mucking shift 4 Nos Day 4.00 545.00 2180.0016 mazdoor


labour component/unit qty 692.50Add contractor's profit and overhead charges 13.615% 94.30

Page 148 of 448






IRR-TAW-1-4Excavation for tunnel by tunnelling methods including excavation for supports in all types of soil / rock strata

requiring supports ( excluding cost of providing supports ) including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing and hauling the excavated muck

outside tunnel upto specified dump area and all other ancillary operations etc., complete with initial lead upto1 km and all lifts.











Fuel / Energy charges Hour 6.00 311.50 1869.006 Dumper ( 2 x 6 hrs ) Hour 12.00 613.70 7364.40





Page 149 of 448



in Rs. in Rs.1 Crew for Drilling jumbo Hour 11.00 215.30 2368.302 Crew for Air compressor Hour 6.00 215.30 1291.803 Crew for Jack hammer Hour 24.00 403.70 9688.804 Crew for Convey mucker Hour 6.00 217.40 1304.405 Crew for Dumper Hour 12.00 270.80 3249.606 Crew for Pump Hour 6.00 102.00 612.007 Crew for ventilation fans Hour 2.00 35.20 70.408 Surveyor Day 0.50 885.00 442.509 Foreman Day 1.00 605.00 605.0010 Fitter / Mechanic Day 2.00 545.00 1090.0011 Blaster ( Licensed ) Day 1.00 615.00 615.0012 Helper blasting Day 2.00 490.00 980.0013 Hammerman 2 Nos Day 2.00 490.00 980.0014 work inspector 1 in each shift Day 3.00 615.00 1845.0015 Khalasi for mucking shift 4 Nos Day 4.00 545.00 2180.0016 mazdoor






IRR-TAW-1-5Excavation for tunnel by heading and benching tunnelling methods including excavation for supports in all

types of soil / rock strata requiring supports ( excluding cost of providing supports ) for roof before benching including cost of all other materials, machinery, labour, scaling excavated surface, ventilation, lighting, drainageremoving and hauling excavated muck outside tunnel upto specified dump area and all other ancillary operations

etc., complete with initial lead upto 1 km and all lifts.

Page 150 of 448



in Rs. in Rs.1 Small dia explosive kg 44.00 81.00 3564.002 Delay detonators Nos 84.00 16.00 1344.003 Electric detonator Nos 10.00 10.00 100.004 Detonating fuse coil Rm 50.00 7.00 350.005 Use rate of drill rod 2.5 m long Rm 157.00 39.33 6175.33






Fuel / Energy charges Hour 6.50 1119.00 7273.503 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 20.80 540.80



Fuel / Energy charges Hour 6.50 311.50 2024.756 Dumper ( 2 x 6.5 hrs ) Hour 13.00 613.70 7978.10






in Rs. in Rs.1 Crew for Drilling jumbo Hour 12.00 215.30 2583.602 Crew for Air compressor Hour 6.50 215.30 1399.453 Crew for Jack hammer Hour 26.00 403.70 10496.204 Crew for Convey mucker Hour 6.50 217.40 1413.105 Crew for Dumper Hour 13.00 270.80 3520.406 Crew for Pump Hour 6.50 102.00 663.007 Crew for Ventilation fan Hour 3.00 35.20 105.608 Surveyor Day 0.50 885.00 442.509 Foreman Day 1.00 605.00 605.0010 Fitter / Mechanic Day 2.00 545.00 1090.0011 Blaster ( Licensed ) Day 2.00 615.00 1230.0012 Helper blasting Day 4.00 490.00 1960.0013 Hammerman 2 Nos Day 2.00 490.00 980.0014 work inspector 1 in each shift Day 3.00 615.00 1845.0015 Khalasi

for pushing muck in heading portion Day 4.00 545.00 2180.00for mucking shift 4 Nos Day 4.00 545.00 2180.00

16 mazdoorfor mucking shift 8 Nos Day 8.00 465.00 3720.00

Page 151 of 448


for other 2 shifts 1 No each shift Day 2.00 465.00 930.00for cleaning &miscellaneous Day 2.00 465.00 930.00Total cost of Labour Rs: 38273.85





NOTE: Where mucking is to be carried out through shaft using winch and mucking tub system increase the basicrates for items IRR-TAW-1-3, IRR-TAW-1-4 & IRR-TAW-1-5 by 8 percent

IRR-TAW-1-6

Removing and hauling muck overfallen due to natural causes such as geological faults etc., out of tunnel including breaking large fragments by blasting if necessary and disposing off the same in specified dump area or as directed including cost of all materials, machinery, labour, ventilation, drainage, lighting and all other

ancillary operations etc., complete with initial lead upto 1 km and all lifts.DATA RATE ANALYSIS

A. MATERIALS: UNIT : 100.00 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Use rate of drill rod Rm 15.00 31.67 475.00

Reconditioning charges @ 10% 47.502 Explosive small dia. kg 8.00 81.00 648.003 Detonator ( ele ) Nos. 30.00 10.00 300.004 Detonating fuse coil Rm 20.00 7.00 140.005 Use rate of air hose Hour 4.00 5.09 20.386 Use rate of water hose Hour 4.00 5.06 20.257 Sundries LS 1.00 22.00 22.00




Fuel / Energy charges Hour 1.00 1119.00 1119.002 Jack hammer Hour 4.00 20.80 83.20



Fuel / Energy charges Hour 6.00 311.50 1869.005 Dumper 4.5 cum Hour 12.00 613.70 7364.40

Fuel / Energy charges Hour 12.00 470.00 5640.006 Sundries LS 1.00 22.00 22.00


Page 152 of 448



in Rs. in Rs.1 Crew for Air compressor Hour 1.00 215.30 215.302 Crew for Jack hammer Hour 4.00 403.70 1614.803 Crew for Pump Hour 1.00 102.00 102.004 Crew for Convey mucker Hour 6.00 217.40 1304.405 Crew for Dumper Hour 12.00 270.80 3249.606 Blaster ( Licensed ) Day 0.50 615.00 307.507 Helper blasting Day 0.50 490.00 245.008 mazdoor Day 8.00 465.00 3720.00





IRR_TAW-2 DEWATERING & GUNITING WORKS :IRR-TAW-2-1

Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting, ventilation and all other ancillary operations etc., complete.

DATA RATE ANALYSISA. MATERIALS: UNIT : 15.00 KwhrSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Use rate of G.I.pipe 100 mm dia Hour 1.00 4.67 4.672 Sundries LS 0.10 22.00 2.20



in Rs. in Rs.1 Electric pump 20 hp Hour 1.00 12.40 12.402 Fuel / Energy charges Hour 1.00 179.00 179.003 Sundries(Starter/Switches ete) LS 0.10 22.00 2.20



in Rs. in Rs.1 Crew charges for Pump Hour 1.00 102.00 102.002 Laying & dismantling pipe LS 0.05 22.00 1.103 mazdoor Day 0.10 465.00 46.50

Total cost of Labour Rs: 149.60labour component/unit qty 10.00Add contractor's profit and overhead charges 13.615% 1.40

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Total Rs: 383.67D.Add 13.615% Rs: 52.24Total cost for 15.00 Kwhr Rs: 435.91Rate per Kwhr (A+B+C+D) / 15.00 Rs: 29.10

IRR-TAW-2-2

Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations

etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSISA. MATERIALS: UNIT : 36.00 sqmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Cement kg 600.00 5.50 3300.002 Sand (Screened) cum 1.10 760.00 836.003 Use rate of grout hose 20 m Hour 8.00 5.09 40.754 Use rate of water hose 20 m Hour 8.00 5.06 40.505 Use rate of guniting nozzle Hour 8.00 3.63 29.006 Sundries LS 2.00 22.00 44.00



in Rs. in Rs.1 Guniting equipment Hour 8.00 111.90 895.20

Fuel / Energy charges Hour 8.00 0.00 0.002 Air compressor 8.5 cmm ( ele ) Hour 8.00 163.20 1305.60


Fuel / Energy charges Hour 1.00 89.50 89.504 Drilling jumbo Hour 4.00 372.40 1489.60




in Rs. in Rs.1 Crew for Guniting equipment Hour 8.00 269.10 2152.802 Crew for Air compressor Hour 8.00 201.80 1614.403 Crew for pump Hour 1.00 102.00 102.004 Crew for Drilling jumbo Hour 4.00 215.30 861.205 Mason Cl I Day 1.00 520.00 520.006 mazdoor Day 6.00 465.00 2790.00


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Total Rs: 22349.14D.Add 13.615% Rs: 3042.84Lead Charges for 1 Km for FA 1.10 cum @ 35.3 Rs./Cum 38.83Lead 0.60 tonne @ 186.3 Rs./Tonne 111.78Total cost for 36.00 sqm Rs: 25542.58Rate per sqm (A+B+C+D) / 36.00 Rs: 709.50

IRR-TAW-2-3 (New -4 - 2011-12)

Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh 100 x 100x5mm in between the two layers including cost and conveyance of all materials, labour charges, all heads, lifts,

centering, scaffolding, machine mixing, laying concrete with shortcrete machine etc. complete as perspecification and as directed by Engineer-in-Charge

Data RATE ANALYSISA. MATERIALS: UNIT : 36.00 sqmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Cement kg 1548.00 5.50 8514.002 Sand (Screened) cum 2.41 760.00 1831.603 Coarse aggregate 10-4.75 mm size cum 1.03 760.00 782.804 Use rate of grout hose 20 m Hour 8.00 5.09 40.755 Use rate of water hose 20 m Hour 8.00 5.06 40.506 Use rate of guniting nozzle Hour 8.00 3.63 29.007 Welded steel wire fabric 100 x 100 x 5 mm kg 108.00 163.00 17604.008 Sundries LS 2.00 22.00 44.00



in Rs. in Rs.1 Guniting equipment Hour 8.00 111.90 895.20

Fuel / Energy charges Hour 8.00 0.00 0.002 Air compressor 8.5 cmm ( ele ) Hour 8.00 163.20 1305.60






in Rs. in Rs.1 Crew for Guniting equipment Hour 8.00 269.10 2152.802 Crew for Air compressor Hour 8.00 201.80 1614.403 Crew for pump Hour 1.00 102.00 102.004 Crew for Drilling jumbo Hour 4.00 215.30 861.205 Mason Cl I Day 1.00 520.00 520.006 mazdoor Day 6.00 465.00 2790.00


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Total Rs: 49306.79D.Add 13.615% Rs: 6713.12Lead Charges for 1 Km for FA 2.41 cum @ 35.3 Rs./Cum 85.073Lead Charges for 1 Km for CA 1.03 cum @ 33.8 Rs./Cum 34.814Lead 1.55 tonne @ 186.3 Rs./Tonne 288.3924Total cost for 36.00 sqm Rs: 56428.19Rate per sqm (A+B+C+D) / 36.00 Rs: 1567.40

IRR_TAW-3 TEMPORARY & PERMANENT SUPPORTS :IRR-TAW-3-1

Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge type anchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of all materials, machinery, labour, ventilation, lighting,

drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.

DATA: RATE ANALYSISA. MATERIALS: UNIT : 20.00 RmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Rein.Steel with 5 % wastage kg 86.91 41.50 3606.922 Steel plate for washers kg 65.94 44.00 2901.36

Steel plate for wedges kg 6.18 44.00 272.003 M S Nuts for bolts kg 4.00 79.00 316.004 Use rate of drill rod Rm 20.00 39.33 786.67

Reconditioning charges @ 10% 78.675 Use rate of air hose 4 Nos Hour 6.00 5.09 30.566 Use rate of water hose 4 Nos Hour 6.00 5.06 30.387 Sundries ( gas for cutting / heating etc ) LS 5.00 22.00 110.00








Fuel / Energy charges Hour 4.00 50.40 201.606 Sundries ( lathe, blower etc ) LS 5.00 22.00 110.00



in Rs. in Rs.

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1 Crew for Air compressor Hour 1.50 215.30 322.952 Crew for pump Hour 1.00 102.00 102.003 Crew for Jack hammer Hour 6.00 403.70 2422.204 Crew for Drilling jumbo Hour 4.00 215.30 861.205 Fitter Day 0.50 545.00 272.506 Gas cutter Day 1.00 555.00 555.007 Turner Day 1.00 595.00 595.008 Blacksmith Day 1.00 515.00 515.009 Khalasi ( 2 x 0.5 ) Day 1.00 545.00 545.0010 Hammerman Day 0.50 490.00 245.0011 mazdoor Day 2.00 465.00 930.00




Total Rs: 21333.75D.Add 13.615% Rs: 2904.59Lead 0.16 tonne @ 219.1 Rs./Tonne34.84470544Total cost for 20.00 Rm Rs: 24273.19Rate per Rm (A+B+C+D) / 20.00 Rs: 1213.70

IRR-TAW-3-2

Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsule anchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm thick plate washers and nuts and tightening the same by torque wrench after hardening of cement grout, cost of all materials, machinery, labour,

ventilation, lighting, drainage and other ancillary operations etc., complete with lead upto 1 km and all lifts.


in Rs. in Rs.1 Rein.Steel with 5 % wastage kg 86.91 41.50 3606.922 Steel plate for washers kg 65.94 44.00 2901.363 Resin bond cement grout capsule Nos. 2.00 44.00 88.004 M S Nuts for bolts kg 4.00 79.00 316.005 Use rate of drill rod Rm 20.00 39.33 786.67

Reconditioning charges @ 10% 78.676 Use rate of air hose 4 Nos Hour 6.00 5.09 30.567 Use rate of water hose 4 Nos Hour 6.00 5.06 30.388 Sundries(gas for cutting etc) LS 3.00 22.00 66.00







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4 Pusher leg Hour 6.00 12.50 75.00Fuel / Energy charges Hour 6.00 0.00 0.00

5 Drilling jumbo Hour 4.00 372.40 1489.60Fuel / Energy charges Hour 4.00 50.40 201.60

6 Sundries ( lathe, etc ) LS 3.00 22.00 66.00Total hire charges of Machinery Rs: 3922.70


in Rs. in Rs.1 Crew for Air compressor Hour 1.50 215.30 322.952 Crew for pump Hour 1.00 102.00 102.003 Crew for Jack hammer Hour 6.00 403.70 2422.204 Crew for Drilling jumbo Hour 4.00 215.30 861.205 Fitter Day 0.50 490.00 245.006 Gas cutter Day 1.00 555.00 555.007 Turner Day 1.00 595.00 595.008 Khalasi ( 2 x 0.5 ) Day 1.00 545.00 545.009 Hammerman Day 0.50 490.00 245.0010 mazdoor Day 2.00 465.00 930.00




Total Rs: 20441.06D.Add 13.615% Rs: 2783.05Lead 0.15 tonne @ 219.1 Rs./Tonne33.49025663Total cost for 20.00 Rm Rs: 23257.60Rate per Rm (A+B+C+D) / 20.00 Rs: 1162.90

IRR-TAW-3-3

Providing, fabricating and fixing in position permanent structural steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other

ancillary operations etc., complete with initial lead upto 1 km and all lifts.

Data RATE ANALYSISA. MATERIALS: UNIT : 1 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Structural steel beams kg 760.00 45.00 34200.002 Structural steel plates kg 115.00 44.00 5060.003 Steel bars for tie rods & anchors kg 150.00 41.50 6225.00

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4 For cutting sections:Oxygen gas @ 2.4 cum / t cum 2.40 47.00 112.80Acetylene gas @ 0.8 cum / t cum 0.80 368.00 294.40

5 For welding sections:Electrodes 4 x 300 mm @ 125 Nos / t Nos. 125.00 11.00 1375.00

6 For field connections:M.S.Bolts / Nuts & Washers kg 50.00 79.00 3950.00

7 Sundries LS 5.00 22.00 110.00Total cost of Materials Rs: 51327.20


in Rs. in Rs.1 Bending machine Hour 8.00 40.20 321.60

Fuel / Energy charges Hour 8.00 134.30 1074.402 Welding set Hour 16.00 15.30 244.80

Fuel / Energy charges Hour 16.00 107.40 1718.403 Drilling Jumbo Hour 12.00 372.40 4468.80

Fuel / Energy charges Hour 12.00 50.40 604.804 Sundries ( lathe / drilling / grinder ) LS 30.00 22.00 660.00



in Rs. in Rs.1 Crew for Drilling Jumbo Hour 12.00 215.30 2583.602 Crew fir Bending machine Hour 8.00 161.50 1292.003 For cutting & preparing sections:

Structural steel Marker Day 1.00 625.00 625.00Gas cutter Day 2.00 555.00 1110.00Fitter Day 2.00 545.00 1090.00Turner / Driller Day 3.00 595.00 1785.00Khalasi Day 2.00 545.00 1090.00Helper fabrication Day 4.00 490.00 1960.00

4 For welding sections:Welder Day 2.00 555.00 1110.00Helper fabrication Day 2.00 490.00 980.00Khalasi Day 2.00 545.00 1090.00

5 For erection of supports:Foreman Day 1.00 605.00 605.00Structural steel Erector Day 2.00 625.00 1250.00Helper erector Day 2.00 490.00 980.00Khalasi Day 4.00 545.00 2180.00Total cost of Labour Rs: 19730.60




Total Rs: 87845.06D.Add 13.615% Rs: 11960.10Lead 1.03 tonne @ 219.1 Rs./Tonne 224.5775Total cost for 1.00 tonne Rs: 100029.74

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Rate per tonne (A+B+C+D) / 1.00 Rs: 100029.70

IRR-TAW-3-4

Providing, fabricating and fixing in position temperary structural steel supports as per details and dismantlingthe same before concreting including cost of all materials, machinery, labour, cutting, bending, welding, grinding,

ventilation, lighting, drainage and all other ancillary operations etc.,complete with initial lead upto 1 km and all lifts

DATA RATE ANALYSISA. MATERIALS (for 20 uses): UNIT : 1.00 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Structural steel beams kg 760.00 45.00 34200.002 Structural steel plates kg 115.00 44.00 5060.003 Tie rods & anchors kg 150.00 41.50 6225.004 For cutting sections:

Oxygen gas @ 2.40 cum / t cum 2.40 47.00 112.80Acetylene @ 0.8 cum / t cum 0.80 368.00 294.40

5 For welding sections:Electrodes @ 125 Nos / t Nos. 125.00 11.00 1375.00

6 For field connections:M.S.Bolts / Nuts / Washers kg 50.00 79.00 3950.00

7 Sundries LS 20.00 22.00 440.00Total cost of Materials for 20 uses of supports Rs: 51657.20

Cost per use considering 20 uses Rs: 2582.86

B. MACHINERY (for fabrication):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Bending machine Hour 8.00 40.20 321.60

Fuel / Energy charges Hour 8.00 134.30 1074.402 Welding set Hour 16.00 15.30 244.80


Total hire charges of Machinery Rs: 4019.20Cost per use considering 20 uses Rs: 200.96

B. MACHINERY (for erection and dismantling):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Drilling Jumbo Hour 18.00 372.40 6703.20



C. LABOUR ( for fabrication ):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Crew for Bending machine Hour 8.00 161.50 1292.002 For cutting & preparing sections:

Structural steel Marker Day 1.00 625.00 625.00Gas cutter Day 2.00 555.00 1110.00Fitter Day 2.00 545.00 1090.00Turner / Driller Day 3.00 595.00 1785.00Khalasi Day 2.00 545.00 1090.00Helper fabrication Day 4.00 490.00 1960.00

3 For welding sections:Welder Day 2.00 555.00 1110.00Helper fabrication Day 2.00 490.00 980.00Khalasi Day 2.00 545.00 1090.00Total cost of Labour Rs: 12132.00

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Cost per use considering 20 uses Rs: 606.60

C. LABOUR ( for erection ):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Crew for Drilling jumbo Hour 8.00 215.30 1722.402 For erection of supports:

Foreman Day 1.00 605.00 605.00Structural steel Erector Day 2.00 625.00 1250.00Helper erector Day 2.00 490.00 980.00Khalasi Day 4.00 545.00 2180.00

3 For dismantling of supports:Foreman Day 0.50 605.00 302.50Structural steel Erector Day 1.00 625.00 625.00Helper erector Day 1.00 490.00 490.00Khalasi Day 2.00 545.00 1090.00Total cost of Labour Rs: 9244.90

labour component/unit qty 9851.50Add contractor's profit and overhead charges 13.615% 1341.30labour component/unit qty (including contractor's profit) 11192.80ABSTRACT:A. Cost of Materials Rs: 2582.86B. Hire charges of Machinery for fabrication Rs: 200.96C. Hire charges of Machinery for erection and dismantling Rs: 7830.40D. Cost of Labour for fabrication Rs: 606.60E. Cost of Labour for erection and dismantling Rs: 9244.90


Total Rs: 22430.43D.Add 13.615% Rs: 3053.90Lead 1.03 tonne @ 219.1 Rs./Tonne 224.5775Total cost for 1.00 tonne Rs: 25708.91Rate per tonne (A+B+C+D) / 1.00 Rs: 25708.90

IRR-TAW-3-5Providing and fixing hard variety cut jungle wood for lagging / blocking locations in tunnel wherever required including cost of all materials, machinery, labour, fixing in position, lighting, ventilation, drainage etc complete with all leads and lifts.


in Rs. in Rs.1 Cut jungle wood cum 1.05 26000.00 27300.002 Sundries LS 2.00 22.00 44.00




Fuel / Energy charges Hour 2.00 50.40 100.80Total hire charges of Machinery Rs: 845.60


in Rs. in Rs.1 Crew for Drilling jumbo Hour 2.00 215.30 430.602 Carpenter Cl II Day 1.00 490.00 490.00

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3 mazdoor Day 2.00 465.00 930.00Total cost of Labour Rs: 1850.60





IRR_TAW-4 MASONRY WORKS :IRR-TAW-4-1

Providing and constructing un-coursed rubble stone masonry with approved stones from tunnel excavated muckin cement mortar 1 : 6 proportion for backfilling over cuts / slips on tunnel sides due to geological faults etc., including cost of all materials, machinery, labour, cleaning,scaffolding, packing mortar, wedging stone chips,

curing, ventilation, lighting, drainage complete with lead upto 1 km and all lifts. (cement content : 95 kg/cum ofmasonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum, FA : 0.40 cum)


in Rs. in Rs.1 Cement kg 950.00 5.50 5225.002 Rubble stones cum 8.30 370.00 3071.003 Stone chips cum 1.25 485.00 606.254 Sand (Screened) cum 4.00 760.00 3040.00

TOTAL Rs: 11942.25Add for scaffolding @ 2.5% Rs: 298.56Total cost of Materials Rs: 12240.81


in Rs. in Rs.1 10 hp pump ( ele ) Hour 1.00 6.60 6.60

Fuel / energy charges Hour 1.00 89.50 89.50Total hire charges of Machinery Rs: 96.10


in Rs. in Rs.1 Crew for Pump Hour 1.00 102.00 102.002 work inspector Day 1.00 615.00 615.003 Mason Class-I Day 1.00 520.00 520.004 Mason Class-II Day 2.00 490.00 980.005 mazdoor

for sorting out rubble in dump yard Day 1.00 465.00 465.00for conveying rubble Day 2.00 465.00 930.00for preparing mortar Day 2.00 465.00 930.00for loading mortar pans Day 1.00 465.00 465.00for laying & packing mortar Day 4.00 465.00 1860.00

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for washing rubble / finishing / curing Day 1.00 465.00 465.00for conveying mortar / chips Day 3.00 465.00 1395.00

TOTAL Rs: 8727.00Add for labour for scaffolding @ 15.0% Rs: 1309.05Total cost of Labour Rs: 10036.05




Total Rs: 24520.76D.Add 13.615% Rs: 3338.50Lead Charges for 1 Km for FA 4.00 cum @ 35.3 Rs./Cum 141.2Lead Charges for 1 Km for Stones and Stone Chips 9.55 cum @ 33.8 Rs./Cum 322.79Lead 0.95 tonne @ 186.3 Rs./Tonne 176.985Total cost for 10.00 cum Rs: 28500.24Rate per cum (A+B+C+D) / 10.00 Rs: 2850.00

IRR_TAW-5 REINFORCEMENT & CONCRETE WORKS :IRR-TAW-5-1

Providing, fabricating and placing in position reinforcement steel for tunnel RCC works including cleaning,straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour, machinery, ventilation, lighting, drainage etc.,


DATA RATE ANALYSISA. MATERIALS: UNIT : 1.00 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Rein.Steel with 5 % wastage tonne 1.05 41500.00 43575.002 Binding wire 1.25 mm dia kg 13.50 60.00 810.003 Sundries ( chairs / spacers etc ) LS 5.00 22.00 110.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00

0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs.1 Bar bender Day 9.00 615.00 5535.002 mazdoor Day 15.00 465.00 6975.00


ABSTRACT:

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A. Cost of Materials Rs: 44495.00B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 12510.00



IRR-TAW-5-2

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates crushed from tunnel excavated muck for filling and levelling over-cuts in bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing,

lighting, ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement content : 220 kg / cum, CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum, Superplasticizer 0.4% by wt. of cement)


in Rs. in Rs.1 Cement for mix kg 6160.00 5.50 33880.002 Coarse aggregate 40-20 mm cum 12.60 890.00 11214.00

Coarse aggregate 20-10 mm cum 7.56 990.00 7484.40Coarse aggregate 10 mm below cum 5.04 760.00 3830.40

3 Fine aggregate (Un-Screened ) cum 11.20 570.00 6384.004 Super Plasticizer kg 24.64 61.00 1503.045 Sundries LS 2.00 22.00 44.00



in Rs. in Rs.1 Batching plant 2 x 1 cum Hour 8.00 376.30 3010.40

Fuel / Energy charges Hour 8.00 402.80 3222.402 Agitator car 2 cum Hour 16.00 779.50 12472.00

Fuel / Energy charges Hour 16.00 1025.80 16412.803 10 hp pump ( ele ) Hour 8.00 6.60 52.80

Fuel / Energy charges Hour 8.00 89.50 716.004 Needle vibrator 40 mm dia Hour 8.00 5.60 44.80




in Rs. in Rs.1 Crew for Batching plant Hour 8.00 406.10 3248.802 Crew for Agitator car Hour 16.00 338.50 5416.003 Crew for Pump Hour 8.00 102.00 816.004 Crew for Needle vibrator Hour 8.00 195.60 1564.805 Mason Class-I Day 1.00 520.00 520.006 work inspector Day 1.00 615.00 615.007 mazdoor

for cleaning bed Day 2.00 465.00 930.00for loading material bin ( Cement ) Day 3.00 465.00 1395.00

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for miscellaneous works at BP Day 2.00 465.00 930.00for laying concrete Day 7.00 465.00 3255.00for conveying laying concrete Day 14.00 465.00 6510.00for cleaning bed Day 2.00 465.00 930.00for washing CA / curing Day 2.00 465.00 930.00Total cost of Labour Rs: 27060.60




Total Rs: 139682.61D.Add 13.615% Rs: 19017.79Lead Charges for 1 Km for FA 11.20 cum @ 35.3 Rs./Cum 395.36Lead Charges for 1 Km for CA 25.20 cum @ 33.8 Rs./Cum 851.76Lead 6.16 tonne @ 186.3 Rs./Tonne 1147.608Total cost for 28.00 cum Rs: 161095.13Rate per cum (A+B+C+D) / 28.00 Rs: 5753.40

IRR-TAW-5-3

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard,graded aggregates crushed from tunnel muck for kerb and bed lining including cost of allmaterials, machinery, labour, formwork, batching, mixing, conveying upto placing point inagitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,

drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Cost of shuttering : Annexure: A

Consider one shutter and one soldier set :Shutter size : 900 mm x 1200 mm Length of soldier : 2.3 m Shutter area : 1.20 sqm4 mm thick plate 1.08 sqm @ 31.4 kg/ sqm : 33.91 kg50x50x6 mm angle 6.6 m length @ 3.8 kg/ m : 25.08 kg50x6 mm flat 1.8 m length @ 2.35 kg/ m : 4.23 kgISLC 100 2.3 m length @ 7.9 kg / m : 18.17 kg6 mm plate 0.03 sqm @ 47.1 kg/ sqm : 1.41 kgCost of 4 mm plate 33.91 kg @ / kg Rs: 44.00 Rs: 1492.04Cost of 6.6 m angle 25.08 kg @ / kg Rs: 45.00 Rs: 1128.60Cost of 1.8 m flat 4.23 kg @ / kg Rs: 45.00 Rs: 190.35Cost of 2.3 m soldier 18.17 kg @ / kg Rs: 45.00 Rs: 817.65Cost of 6mm plate 1.41 kg @ / kg Rs: 44.00 Rs: 62.04

Total Rs: 3690.68Add for wastage @ 2.50% Rs: 92.27Add for bolts & nuts @ 0.5 kg/ sqm / kg Rs: 79.00 Rs: 39.50Add for fabrication of shutter @ / kg Rs: 29.00 Rs: 2401.20

Total Rs: 6223.65Less salvage value @ 10% Rs: 622.36

Total Rs: 5601.28Use rate of shutters:Use rate of shutters considering average uses 40 Rs: 140.03Add for repairs/ replacements/ catwalks etc., @ 15% Rs: 21.00

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Add for binding wire/ temperary supports etc., @ 5% Rs: 7.00Add for shutter oil at 0.2 ltr/ sqm @ Rs: / ltr 34.00 Rs: 6.80

Total Rs: 174.84Effective area of shutter & soldier with 10 cm margin at top and bottom : 1.00 sqmCost of shuttering for concrete / use/ sqm Rs: 174.84( Excluding T & P / Profit / Overheads)

Erection & dismantling shuttering : Annexure: B

2 Fitters, 1 Carpentor Cl-II and 5 mazdoors erect 50 sqm shuttering / day.Cost of dismantling assumed at 50 % of erection charges.Area of shuttering with supports considered. : 100 sqmCleaning, conveying, erecting and oiling:Fitter shuttering 4 Nos.@ Rs: 490.00 Rs: 1960.00Carpentor Cl -II 2 Nos.@ Rs: 490.00 Rs: 980.00mazdoor 10 Nos.@ Rs: 465.00 Rs: 4650.00Dismantling and stacking:Fitter shuttering 2 Nos.@ Rs: 490.00 Rs: 980.00Carpentor Cl -II 1 Nos.@ Rs: 490.00 Rs: 490.00mazdoor 5 Nos.@ Rs: 465.00 Rs: 2325.00

Total Rs: 11385.00Labour charges for erecting and dismantling shuttering per sqm Rs: 113.85( Excluding T & P / Profit / Overheads / Hidden costs )


in Rs. in Rs.1 Cement 43 Gr kg 9240.00 5.50 50820.00

Cement for incidentals @ 1 kg / cum kg 28.00 5.50 154.002 Fine aggregate (Un-Screened ) cum 11.20 570.00 6384.003 Coarse aggregate 40-20 mm cum 12.60 890.00 11214.00

Coarse aggregate 20-10 mm cum 7.56 990.00 7484.40Coarse aggregate 10-4.75 mm cum 5.04 760.00 3830.40

4 Super plasticiser kg 36.96 61.00 2254.565 Use rate of shuttering for kerb / bed sqm 28.00 174.84 4895.486 Sundries LS 2.00 22.00 44.00



in Rs. in Rs.1 Batching plant 2 x 1.00 cum Hour 8.00 376.30 3010.40

Fuel / Energy charges Hour 8.00 402.80 3222.402 Agitator car 2 cum ( 2 Nos ) Hour 16.00 779.50 12472.00

Fuel / Energy charges Hour 16.00 1025.80 16412.803 Needle Vibrator Hour 8.00 5.60 44.80

Fuel / Energy charges Hour 8.00 9.00 72.004 Pump 10 hp ( Ele ) Hour 8.00 6.60 52.80




in Rs. in Rs.1 Crew for Batching plant Hour 8.00 406.10 3248.802 Crew for Agitator car Hour 16.00 338.50 5416.003 Crew for vibrator Hour 8.00 195.60 1564.804 Crew for pump Hour 8.00 102.00 816.005 For scaling & cleaning bed

Page 166 of 448


Hammerman Day 2.00 490.00 980.00mazdoor Day 6.00 465.00 2790.00

6 For loading cement to BP binmazdoor Day 3.00 465.00 1395.00

7 For miscellaneous work at BPmazdoor Day 2.00 465.00 930.00

8 For wetting C.A & curing mazdoor Day 2.00 465.00 930.00

9 Laying concrete for kerb/ invertMason Cl I Day 2.00 520.00 1040.00Mason Cl II Day 2.00 490.00 980.00mazdoor Day 21.00 465.00 9765.00work inspector Day 1.00 615.00 615.00

10 Labour charges for shuttering sqm 28.00 113.85 3187.80Total cost of Labour Rs: 33658.40

labour component/unit qty 1202.10Add contractor's profit and overhead charges 13.615% 163.70labour component/unit qty (including contractor's profit) 1365.80ABSTRACT:A. Cost of Materials Rs: 87080.84B. Hire charges of Machinery Rs: 36113.20C. Cost of Labour Rs: 33658.40


Total Rs: 171910.27D.Add 13.615% Rs: 23405.58Lead Charges for 1 Km for FA 11.20 cum @ 35.3 Rs./Cum 395.36Lead Charges for 1 Km for CA 25.20 cum @ 33.8 Rs./Cum 851.76Lead 9.27 tonne @ 186.3 Rs./Tonne1726.6284Total cost for 28.00 cum Rs: 198289.60Rate per cum (A+B+C+D) / 28.00 Rs: 7081.80

IRR-TAW-5-4

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 40 mm and down size approved clean, hard, graded aggregates crushed from tunnel muck for sides and arch lining including cost of all materials, machinery, labour, formwork, batching, mixing, conveying upto placing point in agitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,

drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts. ( Cement content 330 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)


in Rs. in Rs.1 Cement 43 Gr kg 15840.00 5.50 87120.00


Page 167 of 448


2 Fine aggregate (Un-Screened ) cum 19.20 570.00 10944.003 Coarse aggregate 40-20 mm cum 21.60 890.00 19224.00


4 Super plasticiser kg 63.36 61.00 3864.965 Use rate of end shuttering sqm 6.00 174.84 1049.036 Use rate of steel gantry sqm 100.00 113.85 11385.007 Sundries ( placer pipe etc ) LS 5.00 22.00 110.00



in Rs. in Rs.1 Air compressor ( Ele ) 8.5 cmm Hour 16.00 163.20 2611.20

Fuel / Energy charges @ 75 % load Hour 12.00 503.60 6043.202 Batching plant 2 x 1.00 cum Hour 12.00 376.30 4515.60

Fuel / Energy charges Hour 12.00 402.80 4833.603 Agitator car 2 cum ( 2 Nos ) Hour 32.00 779.50 24944.00

Fuel / Energy charges Hour 32.00 1025.80 32825.604 Concrete placer pump Hour 16.00 102.00 1632.00

Fuel / Energy charges Hour 16.00 2.00 32.005 Needle Vibrator / Shutter vibrator Hour 8.00 5.60 44.80

Fuel / Energy charges Hour 8.00 9.00 72.006 Pump 10 hp ( Ele ) Hour 8.00 6.60 52.80




in Rs. in Rs.1 Crew charges for Air compressor Hour 16.00 201.80 3228.802 Crew charges for Batching plant Hour 16.00 406.10 6497.603 Crew charges for Agitator car Hour 32.00 338.50 10832.004 Crew charges for placer pump Hour 16.00 16.80 268.805 Crew charges for vibrator Hour 8.00 195.60 1564.806 Crew charges for Pump Hour 8.00 102.00 816.007 For scaling & cleaning

Stone chiseller Cl II Day 0.50 490.00 245.00mazdoor Day 1.00 465.00 465.00

8 For dismantling / Laying trackSurveyer Day 0.50 885.00 442.50Fitter shuttering Day 0.50 490.00 245.00Helper shuttering 2 x 0.5 Day 1.00 490.00 490.00Khalasi 6 x 0.5 Day 3.00 545.00 1635.00mazdoor 2 x 0.5 Day 1.00 465.00 465.00

9 For Moving / Positioning gantrySurveyer Day 0.50 885.00 442.50Foreman Day 0.50 605.00 302.50Fitter shuttering Day 0.50 490.00 245.00Helper shuttering 2 x 0.5 Day 1.00 490.00 490.00Khalasi 6 x 0.5 Day 3.00 545.00 1635.00mazdoor 2 x 0.5 Day 1.00 465.00 465.00

10 For loading cement to BP binmazdoor Day 5.00 465.00 2325.00

11 For miscellaneous works of BPmazdoor Day 2.00 465.00 930.00

12 For Erection/Dismantling bulk head sqm 6.00 113.85 683.1013 For Laying concrete by placer

Masom Cl I Day 3.00 520.00 1560.00mazdoor Day 9.00 465.00 4185.00

Page 168 of 448


work inspector Day 3.00 615.00 1845.0014 For wetting C.A / Curing etc

mazdoor Day 3.00 465.00 1395.00Total cost of Labour Rs: 43698.60




Total Rs: 301936.15D.Add 13.615% Rs: 41108.61Lead Charges for 1 Km for FA 19.20 cum @ 35.3 Rs./Cum 677.76Lead Charges for 1 Km for CA 43.20 cum @ 33.8 Rs./Cum 1460.16Lead 15.89 tonne @ 186.3 Rs./Tonne2959.9344Total cost for 48.00 cum Rs: 348142.61Rate per cum (A+B+C+D) / 48.00 Rs: 7253.00

IRR-TAW-6 DRILLING & GROUTING WORKS :IRR-TAW-6-1

Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jackhammer or stooper drills as directed to specified depth for consolidation / contact groutingincluding cost of all materials, machinery, labour, cleaning holes, ventilation, lighting, drainageand all other ancillary operations etc., complete.


in Rs. in Rs.1 Use rate of drill rod Rm 100.00 39.33 3933.33

Reconditioning charges @ 10% 393.332 Use rate of air hose 4 Nos Hour 32.00 5.09 163.003 Use rate of water hose 4 Nos Hour 32.00 5.06 162.004 Sundries LS 3.00 22.00 66.00










C. LABOUR:

Page 169 of 448


Sl No Description Unit Quantity Rate Amountin Rs. in Rs.

1 Crew charges for Air compressor Hour 8.00 215.30 1722.402 Crew charges for Pump Hour 4.00 102.00 408.003 Crew charges for Jack Hammer Hour 32.00 403.70 12918.404 Crew charges for Drilling Jumbo Hour 8.00 215.30 1722.405 mazdoor Day 2.00 465.00 930.00




Total Rs: 40916.38D.Add 13.615% Rs: 5570.77Total cost for 100.00 Rm Rs: 46487.15Rate per Rm (A+B+C+D)/100.0 Rs: 464.90

IRR-TAW-6-2

Grouting cement slurry in grout holes under specified pressure for consolidation / contactgrouting including cost of all materials, machinery, labour, redrilling wherever necessary,

ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 kmand all lifts.

DATA:RATE ANALYSIS

A. MATERIALS: UNIT : 1.50 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Cement tonne 1.50 5500.00 8250.002 Use rate of grouting hose 50 m Hour 8.00 10.19 81.503 Use rate of water hose 50 m Hour 8.00 10.13 81.004 Sundries LS 2.00 22.00 44.00



in Rs. in Rs.1 Grouting machine Hour 8.00 35.30 282.40






in Rs. in Rs.1 Crew for Grout pump Hour 8.00 322.90 2583.202 Crew for pump Hour 2.00 102.00 204.003 Crew for Drilling jumbo Hour 2.00 215.30 430.604 mazdoor Day 2.00 465.00 930.00

Page 170 of 448






IRR-TAW-6-3

Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel bypercussion drilling using waggon drill or other suitable drilling equipment including cost of allmaterials, machinery, labour, ventilation, lighting, drainage etc., complete.

DATA RATE ANALYSISA. MATERIALS: UNIT : 120.00 RmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Use rate of cross bit 75 mm dia Rm 120.00 129.38 15525.002 Use rate of air hose 20 m Hour 16.00 4.08 65.203 Use rate of water hose 20 m Hour 16.00 4.05 64.804 Use rate of extension rods Rm 120.00 8.86 1063.20



in Rs. in Rs.1 Waggon drill Hour 16.00 181.60 2905.60






in Rs. in Rs.1 Crew for Waggon drill Hour 16.00 338.50 5416.002 Crew for Air compressor Hour 8.00 215.30 1722.403 Crew for Pump Hour 6.00 102.00 612.004 mazdoor Day 2.00 465.00 930.00


ABSTRACT:A. Cost of Materials Rs: 16718.20

Page 171 of 448


B. Hire charges of Machinery Rs: 13497.40C. Cost of Labour Rs: 8680.40


Total Rs: 42630.02D.Add 13.615% Rs: 5804.08Total cost for 120.00 Rm Rs: 48434.09Rate per Rm (A+B+C+D) / 120.00 Rs: 403.60

Page 172 of 448

Canal and Allied Works - Item Unit Rates 2020-21

Index- code

IRR-CAW CANAL AND ALLIED WORKS - DATA RATES





Seigniorage Charges while adding Seigniorage Charges to the data in the estimate



2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic

rate, the additional lead charges are to be added as follows:

Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked

out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead

charges. No loading and unloading charges shall be allowed for any item.

In case of Cement and Steel, Loading and unloading charges are already added in the work item while

arriving the unit rate and hence should not be added again

Example: 15 Km

Total lead for sand from approved sand quarry : 1 Km

Initial lead included in the basic rate in the SR : Lead charges for 5 km Rs. 94.10

Additional lead charges : Lead charges for next 10 km Rs. 141





4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the

additional lead charges are to be added as follows:

Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead

charges included in basic rate shall be deducted from total lead charges. No loading and unloading

charges shall be allowed for any item. (same as above)

Example: 15 Km

Total lead for earth from approved borrow area : 1 Km

Initial lead included in the basic rate in the SR : Lead charges for 5 km Rs. 94.10

Additional lead charges : Lead charges for next 10 km Rs. 141




5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the

working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to

worksite shall be added to the data without deducting the 50 m initial lead charges

Chapter III

CANAL AND ALLIED WORKS - Standard Data(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR : 2020-21

Page 173 of 448


CAW-WORK ITEMSIRR-CAW-1 EXCAVATION WORKS :

IRR-CAW-1-1Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of

embankment, filter drains / catch water drains etc., including dressing bed and sides to

required level and profile, cost of all materials, machinery, labour, placing the excavated soil

neatly in dump area or for the formation of service road / embankment as directed etc.,


DATA: RATE ANALYSIS UNIT : 925.00 cum

A. MATERIALS:

Sl No particulars Unit Quantity Rate Amount

in Rs. in Rs.

1 NIL 0.00 0.00 0.00


B. MACHINERY:


in Rs. in Rs.



2 Tippers 5 cum capacity 6 Nos Hour 48.00 471.60 22636.80



C. LABOUR:


in Rs. in Rs.




4 mazdoor Day 30.00 465.00 13950.00





ABSTRACT:




Total Rs: 87744.20

Add 13.615% Rs: 11946.37


Rate percum (A+B+C+D)/925 Rs. 107.80

IRR-CAW-1-2Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating

of embankment for field channels etc., including dressing of bed and sides to required profile,

cost of all materials, machinery, labour, placing the excavated stuff for formation of service

road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.

Page 174 of 448



A. MATERIALS:


in Rs. in Rs.

1 NIL 0.00 0.00 0.00


B. MACHINERY:


in Rs. in Rs.




C. LABOUR:


in Rs. in Rs.



3 mazdoor Day 17.00 465.00 7905.00





ABSTRACT:




Total Rs: 22977.60

Add 13.615% Rs: 3128.4



IRR-CAW-1-2A (New Item included in 2016-17)

Excavation in all kinds of soil including boulders upto 0.30 m dia for Silt Removal from the Tank Bed

and bringing it to the required profile including cost of all materials, machinery, labour, placing the

excavated stuff for disposal with initial lead of 10 m and lift upto 3 m


A. MATERIALS:


in Rs. in Rs.

1 NIL 0.00 0.00 0.00


B. MACHINERY:


in Rs. in Rs.




Page 175 of 448


C. LABOUR:


in Rs. in Rs.







ABSTRACT:




Total Rs: 15000.20

Add 13.615% Rs: 2042.28


Rate per cum (A+B+C+D)/400 Rs. 43.00

IRR-CAW-1-3Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto

0.6 m dia. For canals, seating of embankment, filter drain / catch water drains etc., including

dressing of bed and sides to required level and profile, cost of all materials, machinery, labour,

placing the excavated soft rock neatly in dump area or for formation of service road as directed etc.,

complete with lead upto 1 km and all lifts.


A. MATERIALS:


in Rs. in Rs.

1 NIL 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Tippers 5 cum capacity 5 Nos Hour 40.00 471.60 18864.00



C. LABOUR:

Rate Amount

in Rs. in Rs.




4 Crowbarman Day 11.00 490.00 5390.00




Sl No

Page 176 of 448





ABSTRACT:




Total Rs: 81128.60

13.615% Rs: 11045.66



IRR-CAW-1-4Excavation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto

0.60 m dia. For field channels, seating of embankment for field channels etc., including dressing of

bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated

stuff for formation of service road as directed etc.,complete with lead upto 10 m and lift upto 3 m.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Crowbarman Day 5.00 490.00 2450.00

4 mazdoor Day 11.00 465.00 5115.00





ABSTRACT:




Total Rs: 22637.60

13.615% Rs: 3082.11



particulars Unit Quantity



D. Add for contractor's profit and overheads on (A+B+C)


Sl No

Page 177 of 448


IRR-CAW-1-5

Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m

upto 1.2 m dia. for canals, seating of embankment, filter drain / catch water drains etc., including

dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing

the excavated rock in dump area or for formation of service road as directed etc., complete with

lead upto 1 km and all lifts


A. MATERIALS:

Rate Amount

in Rs. in Rs.



2 Use rate of 50 m air hose 2 Nos Hour 24.00 10.19 244.50

3 Explosive small dia ( Kelvex-220 ) kg 161.00 81.00 13041.00



6 Fuse coil Rm 520.00 7.00 3640.00

7 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Tippers 5 cum capacity 5 Nos. Hour 40.00 471.60 18864.00







C. LABOUR:

Rate Amount

in Rs. in Rs.






6 Blaster Day 1.00 615.00 615.00


8 Crowbarman Day 16.00 490.00 7840.00


10 mazdoor Day 32.00 465.00 14880.00





Quantity

Sl No particulars Unit Quantity



Page 178 of 448


ABSTRACT:




Total Rs: 160170.90

13.615% Rs: 21807.27



IRR-CAW-1-6 (a)Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for

canals, seating of embankment, filter drain / catch water drains etc., including levelling the bed

by removing all projections by hammering / chiselling, cost of all materials, machinery, labour,

placing the excavated rock neatly in approved dump area and levelling the same as directed

etc., complete with initial lead upto 1 km and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of less

than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m.

ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever

required.

RATE ANALYSIS UNIT : 68.00 cum

DATA: A. MATERIALS:

Rate Amount

in Rs. in Rs.




3 Explosive small dia. (Kelvex-220 ) kg 21.20 81.00 1717.20



6 Fuse coil Rm 90.00 7.00 630.00

7 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Sl No



Page 179 of 448


Rate Amount

in Rs. in Rs.


Fuel / energy charges Hour 1.10 1025.80 1128.38





4 Air compressor 8.5 cmm ( diesel ) 1 Nos Hour 6.50 267.00 1735.50





C. LABOUR:

Rate Amount

in Rs. in Rs.







7 Blaster Day 1.00 615.00 615.00


9 Crowbarman Day 0.50 490.00 245.00


11 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 33144.60

13.615% Rs: 4512.64



IRR-CAW-1-7 (b)Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved

controlled blasting methods for canals, cut-off trench of embankment, filter / catch-water

drains etc., including controlling fly-rock by muffling arrangements such as placing

50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground

vibrations at specified locations, costof all materials, machinery, labour, placing excavated rock

neatly in approved dump area or other place as directed etc., complete with lead upto 1 km

and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of less




Page 180 of 448



ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations

is required.

DATA RATE ANALYSIS UNIT : 68.00 cum

A. MATERIALS:

Rate Amount

in Rs. in Rs.




3 Use rate of wire mesh sqm 94.00 55.13 5182.22





8 Fuse coil Rm 90.00 7.00 630.00

9 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.







4 Air compressor 8.5 cmm ( diesel ) 1 No Hour 6.50 267.00 1735.50

Sl No particulars

Unit Quantity

Unit Quantity

Sl No Description

Page 181 of 448






C. LABOUR:

Rate Amount

in Rs. in Rs.







7 Blaster Day 0.50 615.00 307.50


9 Stone chiseller Cl - II Day 0.50 490.00 245.00


11 mazdoor Day 3.00 465.00 1395.00





ABSTRACT:




Total Rs: 40736.58

Add for blasting studies & monitoring vibrations etc 0.50% Rs: 203.68

Total Rs: 40940.26

13.615% Rs: 5574.02



IRR-CAW-1-8 ( c)Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing

canal sides neatly on either side to required profile by line drilling and smooth blasting

including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in

dump area or other place as directed, cost of all materials, machinery, labour etc., complete

with lead upto 1 km and all lifts.

Note: i) For excavation of canal below free board level combination of normal / controlled blasting and

line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose

of payment 1 m width of excavation on either side shall be treated as excavation by line drilling

and smooth blasting and remaining portion shall be treated as excavation by normal / controlled

blasting as the case may be.

ii ) The rate under this item shall be adopted for canals designed for carrying capacity of less


iii ) The rate includes controlling fly-rock wherever required.

iv ) The rate under this item shall be paid only on ascertaining that the excavated face has

come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for

inspection and are spaced at specified interval.

D. Add for contractor's profit and overheads on (A+B+C+blasting study charges)


Page 182 of 448


v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided

for excavation by normal blasting or controlled blasting as the case may be.

DATA RATE ANALYSIS


Rate Amount

in Rs. in Rs.






5 Fuse coil Rm 20.00 7.00 140.00

6 Sundries LS 1.00 22.00 22.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.





3 Air compressor 8.5 cmm ( diesel ) 1 Nos Hour 5.00 267.00 1335.00





C. LABOUR:

Rate Amount

in Rs. in Rs.






6 Blaster Day 0.50 615.00 307.50




10 mazdoor Day 1.00 465.00 465.00





Page 183 of 448





ABSTRACT:




Total Rs: 19069.50


Total Rs: 19164.85

13.615% Rs: 2609.29


Rate percum (A+B+C+D)/17.50 Rs. 1244.20

IRR-CAW-1-9(a)Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seating

embankment etc., including levelling bed by removing all projections by hammering / chiselling,

cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump

area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of more

than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m.

ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever

required.

DATA: RATE ANALYSIS Unit: 386.00 Cum

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Use rate of T.C bit 100 mm dia Rm 104.00 152.06 15814.50

2 Use rate of Extension rod with coupling sleeve Rm 104.00 6.65 691.08

3 Use rate of Jack hammer drill rod 1.5 m Rm 12.00 31.67 380.00

reconditioning charges @ 10% 38.00

4 Use rate of 50 m air hose for waggon drill Hour 10.50 15.56 163.41

Use rate of 25 m air hose for JH 2 Nos Hour 1.00 10.19 10.19



Page 184 of 448


5 High strength ANFO booster kg 38.00 74.00 2812.00

6 ANFO kg 155.00 61.00 9455.00

7 Diesel oil ltr 35.00 67.82 2373.70



10 D-cord Rm 145.00 9.00 1305.00

11 Detonating fuse coil Rm 20.00 7.00 140.00

12 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Tippers 5 cum capacity Hour 24.84 471.60 11714.54




3 Angle dozer Hour 2.00 1662.70 3325.40






6 Jack hammer Hour 2.00 20.80 41.60



C. LABOUR:

Rate Amount

in Rs. in Rs.








8 Blaster Day 1.00 615.00 615.00




12 mazdoor Day 3.00 465.00 1395.00





ABSTRACT:




Total Rs: 112191.88

13.615% Rs: 15274.92

Total cost for 386.00 Cum Rs: 127466.80





Page 185 of 448


IRR-CAW-1-10(b)Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approved

controlled blasting methods for canals, cut-off trench of embankment etc., including

controlling fly-rock by muffling arrangements such as placing 50 x 50 mm opening

chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified

locations, cost of all materials, machinery, labour, placing excavated rock neatly in approved

dump area or other place as directed etc., complete with lead upto 1 km and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of more


ii ) The rate under this item shall be adopted where the control of fly-rock and ground vibrations

is required.


A. MATERIALS:

Rate Amount

in Rs. in Rs.





4 Use rate of 50 m air hose 50 mm 1 No. Hour 10.50 15.56 163.41

Use rate of 25 mm air hose 2 Nos Hour 2.00 10.19 20.38


6 ANFO kg 155.00 61.00 9455.00

7 Diesel oil ltr 35.00 67.82 2373.70



10 Shock tube detonators Rm 120.00 32.00 3840.00

11 Noiseless trunk line delays Nos 12.00 18.00 216.00


13 Use rate of chain link wire mesh sqm 132.00 198.00 26136.00



Page 186 of 448


15 Sundries LS 20.00 22.00 440.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.





3 Angle dozer Hour 2.00 1662.70 3325.40









C. LABOUR:

Rate Amount

in Rs. in Rs.








8 Blaster Day 0.50 615.00 307.50




12 mazdoor Day 5.00 465.00 2325.00





ABSTRACT:




Total Rs: 161900.31


Total Rs: 162709.81

13.615% Rs: 22152.94






Page 187 of 448


IRR-CAW-1-11( c)Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressing

canal sides neatly on either side to required profile by line drilling and smooth blasting

including removing under-cuts by chiselling / hammering, placing the excavated rock neatly in

dump area or other place as directed, cost of all materials, machinery, labour etc., complete

with lead upto 1 km and all lifts.

Note: i ) For excavation of canal below free board level combination of normal / controlled blasting and

line drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purpose

of payment 1 m width of excavation on either side shall be treated as excavation by line drilling

and smooth blasting and remaining portion shall be treated as excavation by normal / controlled

blasting as the case may be.

ii ) The rate under this item shall be adopted for canals designed for carrying capacity of more


iii ) The rate includes controlling fly-rock wherever required.

iv ) The rate under this item shall be paid only on ascertaining that the excavated face has

come off neatly as per specifications or atleast 50 percent of smooth blast holes are visible for

inspection and are spaced at specified interval.

v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate provided

for excavation by normal blasting or controlled blasting as the case may be.


A. MATERIALS:

Rate Amount

in Rs. in Rs.





4 Use rate of 50 m air hose 50 mm 1 No. Hour 12.00 15.56 186.75

Use rate of 25 mm air hose 2 Nos Hour 0.50 10.19 5.09


6 ANFO kg 19.00 61.00 1159.00

7 Diesel oil ltr 4.50 67.82 305.19



10 Detonating shock tube Rm 70.00 32.00 2240.00

11 Noiseless trunk line delays Nos 4.00 18.00 72.00

12 Fuse coil Rm 10.00 7.00 70.00

13 Sundries LS 2.00 22.00 44.00



Page 188 of 448


B. MACHINERY:

Rate Amount

in Rs. in Rs.





3 Angle dozer Hour 0.50 1662.70 831.35









C. LABOUR:

Rate Amount

in Rs. in Rs.








8 Blaster Day 0.50 615.00 307.50



11 Stone chiseller Cl- II Day 1.00 490.00 490.00

12 mazdoor Day 2.00 465.00 930.00





ABSTRACT:




Total Rs: 67152.83


Total Rs: 67488.59

13.615% Rs: 9188.57






Page 189 of 448


IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL :

IRR-CAW-2-1Providing impervious hearting embankment with selected soil from approved borrow areas in

layers of 25 cm before compaction including cost of all materials, machinery, labour,

all operations such as excavation, sorting out, transporting, spreading in layer of specified

thickness, breaking clods, sectioning, watering, compacting each layer to density control of

not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/

8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Angle dozer Hour 3.40 1662.70 5653.18






4 Pump 5 hp ( diesel ) Hour 2.00 8.30 16.60






7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:



Quantity



particularsSl No Unit

Page 190 of 448



Total Rs: 78854.56

13.615% Rs: 10736.05


Rate per Cum (A+B+C+D)/412.80 Rs. 217.00

IRR-CAW-2-2Providing impervious hearting embankment with selected soil from approved borrow areas in

layers of 25 cm before compaction including cost of all materials, machinery, labour,

all operations such as excavation, sorting out, transporting, spreading in layer of specified





A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Shovel 0.5 cum Hour 8.00 964.30 7714.40


3 Tippers 5 cum Hour 32.00 471.60 15091.20








7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 4.00 465.00 1860.00


Quantity




particulars UnitSl No

Page 191 of 448





ABSTRACT:




Total Rs: 76221.70

13.615% Rs: 10377.58



IRR-CAW-2-3Providing semi-pervious / pervious casing embankment using soil from approved borrow area

in layers of 25 cm before compaction including cost of all materials, machinery, labour,

all operations such as excavation, sortingout, transporting, spreading in layer of specified

thickness, breaking clods, sectioning, watering, compacting to density control of not less

than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne

power roller etc., complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.













7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.




Unit Quantity



Sl No particulars

Page 192 of 448







8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 78788.56

13.615% Rs: 10727.06




in layers of 25cm before compaction including cost of all materials, machinery, labour,


thickness, breaking clods, sectioning, watering, compacting to density control of not less

than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne

power roller etc., complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Shovel 0.5 cum Hour 8.00 964.30 7714.40


3 Tippers 5 cum Hour 32.00 471.60 15091.20








7 Sundries LS 5.00 22.00 110.00





Page 193 of 448


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 77472.47

13.615% Rs: 10547.88




in layers of 25cm before compaction including cost of all materials, machinery, labour,


thickness, breaking clods, sectioning, compacting each layer without watering to density

control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









Quantity



Sl No particulars Unit


Page 194 of 448


5 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 71724.29

13.615% Rs: 9765.26



IRR-CAW-2-6Providing hearting / casing embankment with homogeneous soil from approved borrow

areas in layers of 25 cm before compaction including cost of all materials, machinery,

labour, all operations such as excavation, sorting out, transporting, spreading in layer of

specified thickness, breaking clods, sectioning, watering, compacting each layer to density




A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Angle dozer Hour 6.06 1662.70 10075.96









Quantity





Page 195 of 448





7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 111600.78

13.615% Rs: 15194.45



IRR-CAW-2-7Providing hearting / casing embankment with homogeneous soil from approved borrow

areas in layers of 25 cm before compaction including cost of all materials, machinery,

labour, all operations such as excavation, sorting out, transporting, spreading in layer of

specified thickness, breaking clods, sectioning, watering, compacting each layer to density




A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Shovel 0.5 cum Hour 8.00 964.30 7714.40

Unit Quantity



Sl No particulars


Page 196 of 448



3 Tippers 5 cum 3 Nos Hour 48.00 471.60 22636.80








7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 107746.11

13.615% Rs: 14669.63



IRR-CAW-2-8Providing casing embankment using homogeneous soil from approved borrow area







A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00





Page 197 of 448


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 101075.91

13.615% Rs: 13761.49



IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL :

IRR-CAW-3-1Providing impervious hearting embankment with soil from approved dump areas in layers

of 25 cm before compaction including cost of all materials, machinery, labour, all

operations such as re-excavation, sorting out, transporting, spreading in layer of specified

thickness, breaking clods, sectioning, watering, compacting each layer to achieve density


8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00






Page 198 of 448


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Angle dozer Hour 4.04 1662.70 6717.31












7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 106933.88

13.615% Rs: 14559.05


Rate per cum (A+B+C+D)/735.36 Rs. 165.20

IRR-CAW-3-2Providing impervious hearting embankment with soil from approved dump areas in layers

of 25 cm before compaction including cost of all materials, machinery, labour, all

operations such as re-excavation, sorting out, transporting, spreading in layer of specified

thickness, breaking clods, sectioning, watering, compacting each layer to achieve density


8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.





Page 199 of 448


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Shovel 0.5 cum Hour 8.00 964.30 7714.40


3 Tippers 5 cum Hour 48.00 471.60 22636.80








7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Sl No Rate Amount

in Rs. in Rs.








8 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 103209.58

13.615% Rs: 14051.98



IRR-CAW-3-3Providing semi-pervious / pervious casing embankment using soil from approved dump area






Page 200 of 448


all operations such as re-excavation, sorting out, transporting, spreading in layer of specified





A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.





3 Tippers 5.00 cum capacity 6 Nos Hour 48.00 471.60 22636.80








7 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 108459.49

13.615% Rs: 14766.76



Quantity



Page 201 of 448











A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.



2 Shovel 0.5 cum Hour 8.00 964.30 7714.40


3 Tippers 5 cum of 6 Nos Hour 48.00 471.60 22636.80








7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.








8 mazdoor Day 6.00 465.00 2790.00






Quantity

Quantity



Page 202 of 448


ABSTRACT:




Total Rs: 104461.73

13.615% Rs: 14222.47










A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:


Unit Quantity



Sl No Description

Page 203 of 448





Total Rs: 97791.53

13.615% Rs: 13314.32


Rate per Cum (A+B+C+D)/768 Rs. 144.70

IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL :

IRR-CAW-4-1Providing impervious hearting embankment with soil collected in embankment area in

heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,

labour, all operations such as sortingout, spreading in layer of 25 cm before compaction,

breaking clods,sectioning, watering and compacting each layer to density control of not less

than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/

8 to 10 tonne power roller etc., complete with lead upto 1 km for water.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00









Page 204 of 448


ABSTRACT:




Total Rs: 38621.76

13.615% Rs: 5258.35



IRR-CAW-4-2

Providing impervious hearting embankment with soil collected in embankment area in

heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,

labour, all operations such as sortingout, spreading in layer of 25 cm before compaction,

breaking clods,sectioning, watering and compacting each layer to density control of not less

than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/

8 to 10 tonne power roller etc., complete with lead upto 1 km for water.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00









Page 205 of 448


ABSTRACT:




Total Rs: 35754.13

13.615% Rs: 4867.92



IRR-CAW-4-3

Providing semi-pervious / pervious casing hearting embankment using soil collected in

heaps in embankment area as part of disposal of excavated soil from canal including cost of

all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25

cm before compaction, breaking clods, sectioning, watering and compacting each layer

to density control of not less than 98 percent or as stipulated by Sheep foot roller /

Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:





Page 206 of 448





Total Rs: 38621.76

13.615% Rs: 5258.35



IRR-CAW-4-4

Providing semi-pervious / pervious casing embankment using soil collected in heaps in

embankment area as part of disposal of excavated soil from canal including cost of all

materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25

cm before compaction, breaking clods, sectioning, watering and compacting each layer

to density control of not less than 95 percent or as stipulated by Sheep foot roller /

Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.









5 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:

Quantity





Page 207 of 448





Total Rs: 35754.13

13.615% Rs: 4867.92



IRR-CAW-4-5

Providing semi-pervious / pervious casing embankment using soil collected in heaps in

embankment area as part of disposal of excavated soil from canal including cost of all

materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25

cm before compaction, breaking clods, sectioning and compacting each layer without

watering to density control of not less than 95 percent or as stipulated by Sheep foot roller /

Vibratory roller/ 8 to 10 tonne power roller etc., complete.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:


in Rs. in Rs.





3 Sundries LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.




4 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 29450.83

13.615% Rs: 4009.73







Sl No

Page 208 of 448


IRR-CAW-4-6

Providing compacted embankment for field irrigation channels with gravely soil from

approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking

clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto

50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 5 hp pump ( diesel ) Hour 1.00 8.30 8.30



C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Crew for pump Hour 1.00 136.00 136.00


3 Crowbarman for loosening soil Day 2.50 490.00 1225.00

4 mazdoor

For excavation at borrow area Day 5.00 465.00 2325.00

For spreading / levelling / sectioning Day 2.50 465.00 1162.50

for loading soil Day 5.00 465.00 2325.00

5 Cartman with Bullock cart for water Day 1.00 490.00 490.00

6 Bullock drawn roller for rolling Day 1.00 490.00 490.00





ABSTRACT:




Total Rs: 8870.10

13.615% Rs: 1207.66



IRR-CAW-5 FOUNDATION FILLING WORKS :

IRR-CAW-5-1

Providing rubble and sand filling in layers of 22.5 to 30 cm including cost of all materials,

machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.


A. MATERIALS:

Unit Quantity



Sl No Description


Page 209 of 448


Rate Amount

in Rs. in Rs.

1 Rubble stones at quarry cum 10.00 370.00 3700.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 7840.00

13.615% Rs: 1067.42



IRR-CAW-5-1A New Item included in 2016-17Providing & constructing Sand filling below foudation including cost of all materials,



A. MATERIALS:

Rate Amount

in Rs. in Rs.



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 2.00 465.00 930.00









Page 210 of 448





ABSTRACT:




Total Rs: 6630.00

13.615% Rs: 902.6745



IRR-CAW-5-2Providing rubble and Murum filling in layers of 22.5 to 30 cm including cost of all materials,



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rubble stones at quarry cum 10.00 370.00 3700.00

2 Murum cum 4.00 225.00 900.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 6460.00

13.615% Rs: 879.53



IRR-CAW-5-3Providing and laying 25 cm thick sand blanket below embankment including cost of all

materials, machinery, labour, spreading to specified thickness etc., complete with initial lead

upto 50 m and all lifts.






Page 211 of 448


DATA RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Sand for Filling cum 25.00 570.00 14250.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 5.00 465.00 2325.00





ABSTRACT:




Total Rs: 16575.00

13.615% Rs: 2256.69


Rate persqm (A+B+C+D)/100 Rs. 188.30

IRR-CAW-5-3A (New Item3- 2011--12)Providing and laying sand blanket below embankment including cost of all

materials, machinery, labour, spreading to specified thickness etc., complete with initial lead



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Sand for Filling cum 100.00 570.00 57000.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

Quantity








Page 212 of 448


in Rs. in Rs.

1 mazdoor Day 20.00 465.00 9300.00





ABSTRACT:




Total Rs: 66300.00

13.615% Rs: 9026.75



IRR-CAW-5-4Providing and constructing dry rubble rock-toe using rubble and stone chips from

approved source including cost of all materials, machinery, labour, hand packing rubble

and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto

50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rubble cum 100.00 370.00 37000.00

2 Stone chips cum 15.00 485.00 7275.00

3 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 19.00 465.00 8835.00





ABSTRACT:




Total Rs: 57199.00

Quantity






Page 213 of 448


13.615% Rs: 7787.64



IRR-CAW-5-5Providing and constructing longitudinal and cross graded filter drains using sand and

20 mm down graded aggregates satisfying specified filter creteria in layers as per specifications

including cost of all materials, machinery, labour, laying to required slopes, compaction etc.,



A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Coarse aggregate 20-10 mm 75 % cum 17.40 990.00 17226.00

3 Coarse aggregate 10 mm down 25 % cum 5.80 760.00 4408.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 36.00 465.00 16740.00





ABSTRACT:




Total Rs: 82765.00

13.615% Rs: 11268.45



IRR-CAW-5-6Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and

filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including

Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: Unit: 100 mt

Rate Amount

in Rs. in Rs.particulars Unit Quantity

Quantity

Sl No






Sl No

Page 214 of 448


1 12 mm to 40 mm metal Cum 13.50 890.00 12015.00



B. MACHINERY

Rate Amount

in Rs. in Rs.

1 Excavation of drain with Excavator Cum 45 42.00 1890.00

Total hire charges of Machinery Total Rs. 1890.00

C. LABOUR

Rate Amount

in Rs. in Rs.

1 Labour for Sand laying Cum 5.14 465.00 2390.10

2 Labour for Metal laying Cum 1.93 465.00 897.45





ABSTRACT

A. Cost of Materials Rs. 32535

B. Hire charges of Machinery Rs. 1890

C. Cost of Labour Rs. 3287.55

Total Rs: 37712.55

13.615% Rs: 5134.56

Total cost for 100.00 mt Rs: 42847.11

Rate permt (A+B+C+D)/100 Rs. 428.50

IRR-CAW-5-7

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides

using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size

600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials

including 50 m lead and for all lifts.

DATA Rate Analysis Unit 1 Plug

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Coarse aggregate Cum 0.08 990.00 79.60


3 Cement Kg 1.18 5.50 6.50


B. MACHINERY

Rate Amount

in Rs. in Rs.

1 Excavation of drain with Excavator Cum 0.27 42.00 11.34

2 Machine mixing Charges Cum 0.00 420.60 1.26

Total hire charges of Machinery Total Rs. 12.60

C. LABOUR

Unit Quantity

Unit Quantity

Sl No particulars



Sl No Description


Page 215 of 448


Rate Amount

in Rs. in Rs.

1 Mazdoor Day 0.30 465.00 139.50





ABSTRACT

A. Cost of Materials Rs. 201.80

B. Hire charges of Machinery Rs. 12.60


Total Rs: 353.90

13.615% Rs: 48.18

Total cost for 1.00 Plug Rs: 402.08

Rate pereach plug (A+B+C+D)/1.0 Rs. 402.10

IRR-CAW-5-8Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of

15 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approved

materials satisfying specified filter creteria as per specifications including cost of all materials,

machinery, labour, laying to required slope, compaction etc., complete with initial lead upto

50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Coarse aggregate 20-10 mm 75 % cum 30.00 990.00 29700.00

3 Coarse aggregate 10 mm down 25 % cum 10.00 760.00 7600.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 36.00 465.00 16740.00





ABSTRACT:








Page 216 of 448



Total Rs: 88855.00

13.615% Rs: 12097.61



IRR-CAW-5-9Providing and constructing graded filter media below and behind rock-toe consisting of

20 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarse

aggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mm

down coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filter

creiteria below rock-toe as per specifications including cost of all materials, machinery, labour,

laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.






B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoors Day 60.00 465.00 27900.00





ABSTRACT:




Total Rs: 169597.90

13.615% Rs: 23090.75



IRR-CAW-5-10 (a)Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter

fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including

cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m

Quantity


Quantity





Page 217 of 448


a. for aggregate and all leads for fabric and all lifts.

Using 200 gsm filter fabric.

DATA: RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 20 - 10 mm CA @ 75 % cum 15.00 990.00 14850.00

10 mm down CA @ 25 % cum 5.00 760.00 3800.00

Total Cost of materials Rs: 28730.00

B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 7.00 465.00 3255.00





ABSTRACT:




Total Rs: 32600.00

13.615% Rs: 4438.49


Rate persqm (A+B+C+D)/100.0 Rs. 370.40

IRR-CAW-5-11 (b)Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filter

fabric and 200 mm thick 20 mm down graded coarse aggregate for embankment including

cost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m

for aggregate and all leads for fabric and all lifts.

b. Using 250 gsm filter fabric.


particulars Unit

Sl No


Quantity


Sl No

Page 218 of 448


Data RATE ANALYSIS UNIT : 100.00 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 20 - 10 mm CA @ 75 % cum 15.00 990.00 14850.00

10 mm down CA @ 25 % cum 5.00 760.00 3800.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 7.00 465.00 3255.00





ABSTRACT:




Total Rs: 33860.00

13.615% Rs: 4610.04



IRR-CAW-6 ROCK FILL WORKS :

IRR-CAW-6-1Providing and constructing rockfill casing to canal embankment with graded stones and

spalls from approved quarry including cost of all materials, machinery, labour, spreading

stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rubble stones ( at quarry ) cum 100.00 370.00 37000.00

2 Stone chips / spalls ( at quarry ) 15.00 485.00 7275.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.Sl No Description Unit Quantity






Sl No

Page 219 of 448


1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Mason Cl- II Day 6.00 490.00 2940.00

2 mazdoor Day 8.00 465.00 3720.00





ABSTRACT:




Total Rs: 50935.00

13.615% Rs: 6934.8



IRR-CAW-6-2Providing and constructing rockfill casing to canal embankment with graded stones and

spalls available in dump yard (spoil bank) including cost of all materials, machinery, labour,

spreading stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,


Note: Stones and spalls available in dump yard shall be issued at specified issue rate.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rubble stones at dump yard cum 100.00 189.00 18900.00

2 Stone chips ( spalls ) at dump yard 15.00 200.00 3000.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Mason Cl- II Day 6.00 490.00 2940.00

2 Crowbarman Day 2.00 490.00 980.00

3 mazdoor Day 10.00 465.00 4650.00









Page 220 of 448



ABSTRACT:




Total Rs: 30470.00

13.615% Rs: 4148.49



IRR-CAW-7 CANAL LINING WORKS :

IRR-CAW-7-1Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow

area including spreading soil in layers of thickness not more than 15 cm, breaking clods,

watering, compacting to density control of not less than 98 percent or as stipulated,

dressing to required profile etc., complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Shovel 0.5 cum Hour 8.00 964.30 7714.40




3 Tipper 5 cum Hour 24.00 471.60 11318.40






6 Diesel road roller 8-10 tonne Hour 11.50 203.20 2336.80


7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 Crew for Road roller Hour 11.50 272.10 3129.15





Page 221 of 448



8 mazdoor Day 38.00 465.00 17670.00





ABSTRACT:




Total Rs: 86311.40

13.615% Rs: 11751.3



IRR-CAW-7-2Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow

area including spreading soil in layers of thickness not more than 15 cm, breaking clods,

watering, compacting to density control of not less than 95 percent or as stipulated,

dressing to required profile etc., complete with initial lead upto 1 km and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Shovel 0.5 cum Hour 8.00 964.30 7714.40




3 Tippers 5 cum Hour 24.00 471.60 11318.40






6 Diesel road roller 8-10 tonnes Hour 10.00 203.20 2032.00


7 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



Unit Quantity

Quantity




Sl No Description

Page 222 of 448







8 mazdoor Day 38.00 465.00 17670.00





ABSTRACT:




Total Rs: 84339.50

13.615% Rs: 11482.82



IRR-CAW-7-3Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heaps

along the edge of canal requiring CNS soil lining as part of the disposal of excavated soil from

canal excavation in CNS soil reach including spreading in layers of thickness not more than

15 cm, breaking clods, watering, compacting to density control of not less than 95 percent

or as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all

lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Angle Dozer 90 hp Hour 1.50 1662.70 2494.05






4 Diesel road roller 8-10 tonne Hour 13.00 203.20 2641.60


5 Sundries LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.







Sl No

Page 223 of 448





6 mazdoor Day 38.00 465.00 17670.00





ABSTRACT:




Total Rs: 46192.85

13.615% Rs: 6289.16



IRR-CAW-7-4Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal bed level

stones including cost of all materials, labour, excavation, fixing in position to correct level etc.,

complete with lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 32 Nos.

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rough stone 20x20x75 cm Each 32.00 35.00 1120.00

0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Stone chiseller Cl- I Day 2.00 550.00 1100.00

3 mazdoor Day 2.00 465.00 930.00





ABSTRACT:







Page 224 of 448



Total Rs: 3765.00

13.615% Rs: 512.6


Rate per Each (A+B+C+D)/32.0 Rs. 133.70

IRR-CAW-7-5Providing, fabricating and placing in position reinforcement steel bars for RCC works

including cleaning, straightening, cutting, bending, hooking, lapping, tying with 1.25 mm dia.

soft annealed steel wire, welding wherever required including cost of all materials, machinery,

labour etc., complete with initial lead upto 50 and all lifts.

DATA RATE ANALYSIS UNIT : 1000.00 kg

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Rein.Steel with 5 % wastage kg 1050.00 41.50 43575.00

2 Binding wire 1.25 mm dia kg 8.00 60.00 480.00

3 Sundries ( chairs / spacers etc ) LS 10.00 22.00 220.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Bar bender Day 6.00 615.00 3690.00

2 mazdoor Day 11.00 465.00 5115.00





ABSTRACT:




Total Rs: 53080.00

13.615% Rs: 7226.84

Total cost for 1000.00 kg Rs: 60306.84

Rate per Kg (A+B+C+D)/1000.0 Rs. 60.30

IRR-CAW-7-6Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less

than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard,

graded aggregates for canal lining using vibrating cylinder type mechanical paver including

cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,






Page 225 of 448


finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver

from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.

(43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for

use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35,

FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of

concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 960 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 23760.00 5.50 130680.00





5 PVC sealing strip Rm 640.00 45.00 28800.00

6 Use rate of paving cylinder sqm 960.00 0.83 793.80

7 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.


Lubricants etc @ 5 % Hour 8.00 18.82 150.52

2 Transit mixer 3 Nos Hour 24.00 779.50 18708.00


3 Mechanical paver Hour 8.00 331.80 2654.40


4 DG set for batching plant 50 KVA Hour 8.00 98.20 785.60


5 DG set for paver 30 KVA Hour 8.00 66.70 533.60


6 Shovel 0.5 cum / Loader Hour 2.00 964.30 1928.60


7 Water tanker Hour 8.00 417.80 3342.40


8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 8.30 66.40


9 Sundries ( power line etc ) LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Crew for Transit mixer Hour 24.00 338.50 8124.00

3 Crew for Concrete paver Hour 8.00 521.70 4173.60

4 Crew for DG set Hour 16.00 161.50 2584.00



Sl No Description


Unit Quantity


Page 226 of 448



8 Mason Class I Day 2.00 520.00 1040.00

9 Mechanic Day 1.00 545.00 545.00

10 Fitter Day 1.00 545.00 545.00

11 Electrician Day 1.00 590.00 590.00


13 mazdoor ( BP site ) Day 5.00 465.00 2325.00

14 mazdoor ( Paver site ) Day 10.00 465.00 4650.00





ABSTRACT:



C. Cost of Labour Rs: 33491

Total Rs: 353260.2

Add for shifting & re-erection of BP @ 2% Rs: 7065.204

Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1766.301

Add for ledge cutting / erection of tracks etc @ 1% Rs: 3532.602

Total Rs: 365624.31

13.615% Rs: 49779.75



23.76 tonne @ 186.3 Rs./Tonne4426.488


Rate per Sqm (A+B+C+D)/960.0 Rs. 440.90

IRR-CAW-7-7Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not less

than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard,

graded aggregates for canal lining using vibrating cylinder type mechanical paver including

cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,

finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver

from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.

(43 Gr Cement content: 300 kg /cum (24 kg/ sqm) for


FA : 0.45 cum equivalent concrete volume:84.48 cum including the extra quantity of


DATA: RATE ANALYSIS UNIT : 960 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 25344.00 5.50 139392.00






Lead Charges for 1Km for Cement (including Loading and Unloading Charges)

Sl No

D. Add for contractor's profit and overheads on (A+B+C+other percentages)

Page 227 of 448




7 Sundries LS 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.















8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 8.30 66.40


9 Sundries ( power line etc ) LS 5.00 22.00 110.00


C. LABOUR:

Rate Amount

in Rs. in Rs.







7 Crew for Pump Hour 16 136.00 2176.00

8 Mason Class I Day 2 520.00 1040.00

9 Mechanic Day 1 545.00 545.00

10 Fitter Day 1 545.00 545.00

11 Electrician Day 1 590.00 590.00

12 work inspector Day 2 615.00 1230.00

13 mazdoor ( BP site ) Day 5 465.00 2325.00

14 mazdoor ( Paver site ) Day 10 465.00 4650.00





ABSTRACT:



Quantity

QuantitySl No Description Unit


Page 228 of 448


C. Cost of Labour Rs: 33491

Total Rs: 367554.744

Add for shifting & re-erection of BP @ 2% Rs: 7351.09488

Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1837.77372

Add for ledge cutting / erection of tracks etc @ 1% Rs: 3675.54744

Total Rs: 380419.16

13.615% Rs: 51794.07

Lead Charges for 1 Km for FA 38.02 cum @ 35.3 Rs./Cum1341.9648


25.34 tonne @ 186.3 Rs./Tonne4721.5872



IRR-CAW-7-8Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than

15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded

aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all

materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming

contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to othere

side of canal etc., complete with initial lead upto 1 Km and all lifts.



FA : 0.45 cum equivalent concrete volume:88 cum including the extra quantity of


DATA: RATE ANALYSIS UNIT : 800 Sqm

A. MATERIALS:

Rate in Rs. Amount

1 Cement 43 Gr Kg 26400.00 5.50 145200.00



3 Fine aggregate (Un-Screened) cum 39.60 570.00 22572.00





B. MACHINERY:

Rate Amount

in Rs. in Rs.





lubricants etc @ 5% Hour 8.00 16.59 132.72






Sl.No Qty

Sl.No Particulars

Description Unit

Unit Qty


Page 229 of 448






8 Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour 8.00 8.30 66.40

Fuel / Energy charges 8.00 93.30 746.40


C. LABOUR:

Rate Amount

in Rs. in Rs.






6 Crew for Water tanker Hour 8 211.60 1692.80


8 Mason Class I Day 2 520.00 1040.00

9 Mechanic Day 1 545.00 545.00

10 Fitter Day 1 545.00 545.00









ABSTRACT




TOTAL Rs. 370678.62

Add for shifting & re-erection of BP @ 2% Rs. 7413.5724

Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1853.3931

Add for ledge cutting / erection of tracks etc @ 1% Rs. 3706.7862

Total Rs: 383652.37

13.615% Rs: 52234.27



26.40 tonne @ 186.3 Rs./Tonne4918.32

Total cost for 800.00 Sqm Rs: 444582.36

Rate perSqm (A+B+C+D)/800.0 Rs. 555.70

IRR-CAW-7-9Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all

accessories across canal CD work or other locations wherever shifting and re-erecting is

necessary including aligning paver correctly for continuing canal lining work, cost of all

materials, machinery, labour etc., complete with all leads and lifts.




Page 230 of 448


Note: Local shifting and re-erection of paver for LH and RH side lining included in concrete lining rates

under items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed.

DATA: RATE ANALYSIS UNIT : 1.00 Shifting

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 NIL 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Tipper Hour 4.00 471.60 1886.4


2 Sundries (ropes / rails etc) LS 1.00 22.00 22


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Crew for Paver Hour 8.00 521.70 4173.6

3 mazdoor Day 6.00 465.00 2790





ABSTRACT:




Total Rs: 10070.90

13.615% Rs: 1371.15

Total cost for 1.00 Shifting Rs: 11442.05

Rate perShifting (A+B+C+D)/1.0 Rs. 11442.10

IRR-CAW-7-10Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than

10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded

aggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed

and sides to required curveture, cost of all materials, machinery, labour, formwork including supports,

cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum )

( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),

CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)


Quantity




Sl No

Page 231 of 448



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 7042.5 5.50 38733.75







6 Use rate of manual paver sqm 180 26.82 4826.94

7 Sundries LS 2 22.00 44


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.50 1480

Fuel / Energy charges Hour 16.00 186.50 2984





4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 5.80 92.8



C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Crew for Pump Hour 0.50 136.00 68



5 work inspector Day 1.00 615.00 615

6 Mason Class-I Day 2.00 520.00 1040

7 Fitter Day 1.00 545.00 545

8 mazdoor

for batching materials Day 22.00 465.00 10230

for loading mortar pans Day 8.00 465.00 3720

DescriptionSl No Unit Quantity



Page 232 of 448


for laying and moving paver Day 6.00 465.00 2790


for cleaning/ washing/ curing Day 2.00 465.00 930





ABSTRACT:




Total Rs: 121614.23

13.615% Rs: 16557.78



IRR-CAW-7-11Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than

10 N/sqm) grade cement concrete using 40 mm down size approved, clean, hard, graded

aggregade for bed and side lining of canal(100 mm thick) including, finishing the junction of bed

and sides to required curvature, cost of all materials, machinery, labour, formwork including supports


complete with initial lead up to 50 m and all lifts (Cement content: 250 kg/cum)

( 43 Gr Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),


DATA RATE ANALYSIS UNIT: 27 cum

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 6750 5.50 37125.00

Cement for incidentals @ 5 Kg / cum kg 135 5.50 742.50

2 Coarse aggregate 40mm cum 12.15 890.00 10813.50

Coarse aggregate 20 mm . cum 7.29 990.00 7217.10

Coarse aggregate 10 mm . cum 4.86 760.00 3693.60


4 Super Plasticizer kg 27 61.00 1647.00


Total Rs. 74635.11


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Concrete mixer 600/400 ltr (diesel) Hour 16.00 92.50 1480.00


2 5 hp pump (diesl) Hour 0.50 8.30 4.15







Page 233 of 448


4 Needle vibrator 40 mm die (petrol) Hour 4.00 5.80 23.20



C. LABOUR:

Rate Amount

in Rs. in Rs.






6 Mason Class-I Day 2.00 520.00 1040

7 Fitter Day 1.00 545.00 545

8 mazdoor




for conveying concrete Day 27.00 465.00 12555






ABSTRACT:

A. Cost of Materials including royalty charges Rs. 74635.11



Total Rs. 120206.01

13.615% Rs: 16366.05



IRR-CAW-7-12Providing and laying100mm thick insitu vibrated M-10 (28 days cube compressive strength-not

less than 10.00 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard,

graded aggregates for bed and side lining of canal lining using vibrating cylindertype mechanical

paver including cost of all materials mechinery labour batching mixing placing in position forming

contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other

side etc.complete with 1 km lead & all lifts.

(Cement content: 250 kg / cum for use of super plasticiser(0.4% by wt. of cement),



A. MATERIALS:

Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Cement 43 Gr Kg 22000.00 5.50 121000

2 Coarse aggregate 40 mm cum 39.60 890.00 35244

Coarse aggregate 20 mm cum 23.76 990.00 23522.4


3 Fine aggregate (Un-Screened) cum 35.20 570.00 20064

4 Super plasticiser kg 88.00 61.00 5368

5 PVC sealing strip Rm 533.00 45.00 23985



Page 234 of 448




B. MACHINERY:



2 Transit mixer 3 Nos Hour 24.00 779.50 18708


3 Mechanical paver Hour 5.00 331.80 1659













C. LABOUR:

Rate Amount

in Rs. in Rs.








8 Mason Class I Day 2 520.00 1040.00

9 Mechanic Day 1 545.00 545.00

10 Fitter Day 1 545.00 545.00









ABSTRACT:




TOTAL Rs. 348627.85



QuantitySl No Description Unit

Page 235 of 448



Total Rs: 360829.83

13.615% Rs: 49126.98



22.00 tonne @ 186.3 Rs./Tonne 4098.6





aggregates for bed and side lining of canal including finishing the junction of bed and sides

to required curveture, cost of all materials, machinery, labour, formwork including supports,


complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum )


CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 6750 5.50 37125

Cement for incidentals @ 5 kg / cum kg 135 5.50 742.5




4 Super Plasticizer kg 27 61.00 1647




B. MACHINERY:

Rate Amount

in Rs. in Rs.










C. LABOUR:

Rate Amount

in Rs. in Rs.



Quantity






Page 236 of 448




5 Mason Class-I Day 2.00 520.00 1040


7 Fitter Day 1.00 545.00 545

8 mazdoor




for conveying concrete Day 27.00 465.00 12555






ABSTRACT:




Total Rs: 119253.71

13.615% Rs: 16236.39





aggregates for bed and side lining of canal(150 mm thick) including finishing the junction of bed







A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 7226.8 5.50 39747.40







5 Use rate of manual paver sqm 166.14 26.82 4455.26

6 Sundries LS 2 22.00 44.00


B. MACHINERY:

Rate AmountDescription Unit Quantity



Sl No

Page 237 of 448


in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.50 1480.00









C. LABOUR:

Rate Amount

in Rs. in Rs.





5 Mason Class-I Day 2.00 520.00 1040


7 Fitter Day 1.00 545.00 545

8 mazdoor



for laying Day 6.00 465.00 2790







ABSTRACT:




Total Rs: 117344.59

13.615% Rs: 15976.47










CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





Sl No

Page 238 of 448


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 6930 5.50 38115









B. MACHINERY:

Rate Amount

in Rs. in Rs.










C. LABOUR:

Rate Amount

in Rs. in Rs.





5 Mason Class-I Day 2.00 520.00 1040


7 Fitter Day 1.00 545.00 545

8 mazdoor










ABSTRACT:




Total Rs: 113483.05




Page 239 of 448


13.615% Rs: 15450.72



IRR-CAW-7-15A New Item included in 2016-17Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than





complete with initial lead upto 50 m and all lifts. (manual lining)




A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 6699 5.50 36844.50







5 Sundries LS 2 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.










C. LABOUR:

Rate Amount

in Rs. in Rs.





5 Mason Class-I Day 2.00 520.00 1040.00


8 mazdoor

for batching materials Day 22.00 465.00 10230.00

Sl No


Unit QuantityDescription



Page 240 of 448


for loading mortar Day 8.00 465.00 3720.00







ABSTRACT:




Total Rs: 103747.21

13.615% Rs: 14125.18264



IRR-CAW-7-16Providing and laying150mm thick insitu vibrated M-15 (28 days cube compressive strength-not

less than 15.00 N / sq mm) grade cement concrete using 20 mm down size approved, clean, hard,

graded aggregates for bed and side lining of canal lining using vibrating cylindertype

mechanical paver including cost of all materials mechinery labour batching mixing placing in position

forming contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to

other side etc.complete with 1km lead & all lifts.



FA : 0.44 cum equivalent concrete volume:132 cum including the extra quantity of



A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr Kg 39600.00 5.50 217800

2 Coarse aggregate 20 mm cum 68.64 990.00 67953.6




5 PVC sealing strip Rm 533.00 45.00 23985



B. MACHINERY:











Page 241 of 448











C. LABOUR:

Rate Amount

in Rs. in Rs.








8 Mason Class I Day 2 520.00 1040.00

9 Mechanic Day 1 545.00 545.00

10 Fitter Day 1 545.00 545.00









ABSTRACT




TOTAL Rs. 488002.25




Total Rs: 505082.33

13.615% Rs: 68766.96



39.60 tonne @ 186.3 Rs./Tonne7377.48



IRR-CAW-7-17Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 grade

concrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel moulded




Page 242 of 448


as per specifications and drawing in CM 1:4 proportion including cost of all materials,

machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying,

conveying and fixing in position including necessary excavation for seating, finishing joints in

CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts.

DATA RATE ANALYSIS UNIT : 20.00 templete

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 310.00 5.50 1705

2 Sand (Un-Screened ) cum 0.50 570.00 285

3 Coarse aggregate 20-10 mm cum 0.50 990.00 495

Coarse aggregate 10-4.75 mm cum 0.30 760.00 228

4 Reinforcement steel kg 200.00 41.50 8300

5 Binding wire kg 3.00 60.00 180

6 Use rate of mould set 20.00 60.24 1204.7456

7 Sundries( water charges & misc. ) LS 1.00 22.00 22


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Hand mixer Hour 8.00 5.80 46.40

8.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Mason Class I for fixing Day 1.00 520.00 520.00

3 Mason Class II for casting Day 2.00 490.00 980.00

4 Bar bender Day 1.00 615.00 615.00

5 mazdoor ( casting yard ) Day 4.00 465.00 1860.00

mazdoor ( for fixing ) Day 2.00 465.00 930.00

mazdoor for conveying Day 2.00 465.00 930.00





ABSTRACT:

A. Cost of Materials including serignorage charges Rs: 12419.75



Quantity

Unit Quantity



Sl No Description

Page 243 of 448


Total Rs: 18916.15

13.615% Rs: 2575.43



0.31 tonne @ 186.3 Rs./Tonne 57.753

0.20 tonne @ 219.1 Rs./Tonne 43.82

Total cost for 20.00 templete Rs: 21637.84

Rate pertemplete (A+B+C+D)/20.0 Rs. 1081.90

IRR-CAW-7-18Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with

one end closed with perforated GI plate and other end provided with alluminium lid hinged

to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all

leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 GI pipe 50 mm dia 10 Nos Rm 1.25 270.00 337.5

2 GI plate & Alluminium lid ( hinged ) LS 10.00 22.00 220


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Drilling 8 mm dia holes LS 0.50 22.00 11.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Pipe fitter Day 0.50 605.00 302.50

mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 1103.50

13.615% Rs: 150.24


Rate pereach (A+B+C+D)/10.0 Rs. 125.40

Quantity


Unit



Lead Charges for 1Km for Steel (including Loading and Unloading Charges)

Sl No Description



Page 244 of 448


IRR-CAW-7-19Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with



leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 GI plate & Alluminium lid ( hinged ) LS 10.00 22.00 220.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.


0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Pipe fitter Day 0.50 605.00 302.50

mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 1472.50

13.615% Rs: 200.48


Rate perNo. (A+B+C+D)/10.0 Rs. 167.30

IRR-CAW-7-20Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with



leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.Sl No particulars Unit Quantity



Sl No



Page 245 of 448





B. MACHINERY:

Rate Amount

in Rs. in Rs.


0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Pipe fitter Day 0.50 605.00 302.50

mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 1719.00

13.615% Rs: 234.04






leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.




B. MACHINERY:

Rate Amount

in Rs. in Rs.


0.00


C. LABOUR:






Page 246 of 448


Rate Amount

in Rs. in Rs.

1 Pipe fitter Day 0.50 605.00 302.50

mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 2190.00

13.615% Rs: 298.17


Rate per No (A+B+C+D)/10.0 Rs. 248.80




leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 GI pipe 50 mm dia Rm 7.50 270.00 2025.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.



C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Pipe fitter Day 0.50 605.00 302.50

2 mazdoor Day 0.50 465.00 232.50





ABSTRACT:




Total Rs: 3110.00






Page 247 of 448


13.615% Rs: 423.43



IRR-CAW-7-23Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes

including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all

leads and lifts.

DATA RATE ANALYSIS UNIT: 10 Nos.

A. MATERIALS:

Sl.No Particulars Unit QtyRate in

RsAmount in

Rs.

1 PVC pipe 100 mm dia 10 Nos Rm 10.00 164.00 1640.00


B. MACHINERY

Sl.No Description Unit QuantityRate in

Rs.Amount in

Rs.

1 Nill 0.00 0.00 0.00

Total hire chargs of Machinery Rs. 0.00

C. LABOUR

Sl.No Particulars Unit QtyRate in

RsAmount in

Rs.

1 Pipe fitter Day 0.25 605.00 151.25

2 Mazdoor Day 0.25 465.00 116.25





ABSTRACT




Total Rs: 1907.50

13.615% Rs: 259.71



IRR-CAW-7-24Drilling 32 mm dia pressure relief hole below pressure relief pipe for bed and side lining of

canal laid on rock including cost of all materials, machinery, labour etc., complete with all

leads and lifts.

DATA: RATE ANALYSIS UNIT : 10 Nos.

A. MATERIALS:

Rate Amount

in Rs. in Rs.







Page 248 of 448



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Air compressor 8.5 cmm diesel Hour 1.00 267.00 267.00


2 Jack hammer 2 Nos. Hour 2.00 20.80 41.60



C. LABOUR:

Rate Amount

in Rs. in Rs.







ABSTRACT:




Total Rs: 2792.11

13.615% Rs: 380.15



IRR-CAW-7-25Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm

down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarse

aggregate filter including cost of all materials, labour, excavation of pit etc., complete with

lead upto 50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Coarse aggregate 10-4.75 mm cum 0.15 760.00 114.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00


C. LABOUR:






Page 249 of 448


Rate Amount

in Rs. in Rs.

1 Mason Cl- II Day 0.10 490.00 49.00

2 mazdoor Day 0.10 465.00 46.50





ABSTRACT:




Total Rs: 409.00

13.615% Rs: 55.69



IRR-CAW-7-26Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabs

with pointing and finishing joints neatly in CM 1:3 proportion for canal / field channel lining

including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc.,

complete with lead upto 50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Shahabad Stone slabs sqm 105.00 250.00 26250.00

2 Cement 43 Gr kg 200.00 5.50 1100.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Operator pump Hour 2.00 136.00 272.00


3 Mason Class I Day 4.00 520.00 2080.00

4 Mason Class II Day 2.00 490.00 980.00

5 mazdoor Day 8.00 465.00 3720.00

6 Cartman with Double Bullock cart for water Day 1.00 545.00 545.00









Page 250 of 448



ABSTRACT:




Total Rs: 36069.20

13.615% Rs: 4910.82



IRR-CAW-7-27Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal

including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding

PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 240.00 5.50 1320.00

2 Sand (Screened) cum 0.50 760.00 380.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class I Day 4.00 520.00 2080.00

4 mazdoor Day 9.00 465.00 4185.00






ABSTRACT:




Total Rs: 9600.20

13.615% Rs: 1307.07








Page 251 of 448


IRR-CAW-7-28Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining

including necessary excavation, refilling, flush pointing joints in CM 1 : 3 propn, cost of all

materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead


DATA: RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 58.00 5.50 319.00

2 Sand ( Screened) cum 0.12 760.00 91.20


B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class I Day 2.00 520.00 1040.00


5 mazdoor Day 5.00 465.00 2325.00






ABSTRACT:




Total Rs: 5662.80

13.615% Rs: 770.99


Rate per Rm (A+B+C+D)/100.0 Rs. 64.30

IRR-CAW-7-29Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc.,

complete with all leads and lifts.


A. MATERIALS:

Rate Amountparticulars Unit Quantity

Quantity



particulars


Sl No Unit

Sl No

Page 252 of 448


in Rs. in Rs.

1 Nill 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 Mason Cl- II Day 1.00 490.00 490.00

3 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 1570.00

13.615% Rs: 213.76



IRR-CAW-7-30Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials,

labour, laying, joining etc., complete with all leads and lifts.

a. Using 500 micron thick LDPE sheet.


A. MATERIALS:

Rate Amount






Sl No

Page 253 of 448


in Rs. in Rs.

1 LDPE sheet 500 micron thick sqm 275.00 95.00 26125.00

2 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 45.00 180.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Joining & laying @ 10 % of sheet cost sqm 250.00 9.50 2375.00

2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 29145.00

13.615% Rs: 3968.09



Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating

provide average 75 mm thick sand backing to LDPE sheet.

For providing average 75 mm thick sand backing :

RATE ANALYSIS UNIT : 250.00 sqm

A. MATERIALS:

Rate Amount

in Rs. in Rs.



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 6.00 465.00 2790.00









Page 254 of 448





ABSTRACT:




Total Rs: 13477.50

13.615% Rs: 1834.96





b. Using 750 micron thick LDPE sheet.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 LDPE sheet 750 micron thick 275.00 135.00 37125.00

2 Bitumen 85 / 25 and 80 / 100 Gr 4.00 45.00 180.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 41145.00

13.615% Rs: 5601.89


Rate per sqm (A+B+C+D)/250.0 Rs. 187.00






Page 255 of 448



provide average 75 mm thick unscreened sand backing to LDPE sheet.

For providing average 75 mm thick sand backing add per sqm Rs: 61.20



c. Using 1000 micron thick LDPE sheet.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 LDPE sheet 1000 micron thick 275.00 185.00 50875.00

2 Bitumen 85 / 25 and 80 / 100 Gr 4.00 45.00 180.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 56145.00

13.615% Rs: 7644.14




provide average 75 mm thick unscreened sand backing to LDPE sheet.

For providing average 75 mm thick sand backing add per sqm Rs: 61.20

IRR-CAW-7-33Providing and fixing 12 mm thick 380 mm depth tarfelt expansion joint filler boards for

stone masonry lining of canal including cost of all materials, labour etc., complete with all

leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00 Rm





Page 256 of 448


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Tarfelt joint filler board 12 mm thick sqm 38.75 379.00 14686.25


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Carpenter Cl- II Day 1.00 490.00 490.00

2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 15641.25

13.615% Rs: 2129.56




cement concrete lining of canal including cost of all materials, labour etc., complete with all

leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00 Rm

A. MATERIALS:

Rate Amount

in Rs. in Rs.



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



Quantity



Sl No



Description Unit

Sl No

Page 257 of 448



2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 6755.00

13.615% Rs: 919.69




cement concrete lining of canal including cost of all materials, labour etc., complete with all

leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.


2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 9829.00

13.615% Rs: 1338.22








Page 258 of 448


IRR-CAW-7-36Providing and forming 35 mm wide and 10 mm thick construction / contraction joints

for concrete lining by mastic filler including cost of all materials, labour etc., complete with

all leads and lifts.


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Asphalt 80/100 Gr kg 35.00 45.00 1575.00

Sand (Screened ) cum 0.04 760.00 30.40


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 Mason Cl- II Day 0.50 490.00 245.00

2 mazdoor Day 1.00 465.00 465.00





ABSTRACT:




Total Rs: 2315.40

13.615% Rs: 315.24



IRR-CAW-7-37Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cube

compressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded

coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,

compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement),

CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum

equivalent concrete volume: 3.74 cum)


A. MATERIALS:

Rate AmountSl No particulars Unit Quantity





Page 259 of 448


in Rs. in Rs.

1 Cement for mix kg 1122.00 5.50 6171.00

Cement for incidentals @ 1 kg / slab kg 225.00 5.50 1237.50





5 Use rate of moulds for 500 uses No. 225.00 4.20 944.03


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Concrete mixer 300/200 ltr ( diesel) Hour 8.00 55.60 444.80







Aportioned hire charges of machinery for lining slab 90% Rs: 1219.88

C. LABOUR:

Rate Amount

in Rs. in Rs.




4 Mason Class-I Day 2.00 520.00 1040.00


6 mazdoor

for batching materials / laying CC Day 3.00 465.00 1395.00

for demoulding / oiling / laying Day 2.00 465.00 930.00

for shifting slabs to curing pond Day 1.00 465.00 465.00

for stacking after curing Day 1.00 465.00 465.00

for cleaning & miscellaneous Day 1.00 465.00 465.00


Aportioned cost of labour for lining slabs 90% Rs: 6844.07




ABSTRACT:




Total Rs: 20370.78

13.615% Rs: 2773.48



IRR-CAW-7-38





Page 260 of 448


Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cube

compressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded




CA : 0.80 cum, Blending Ratio of CA : 65:35, FA : 0.45cum,

equivalent concrete volume: 0.23 cum)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 69.00 5.50 379.50

Cement for incidentals @ 0.5 kg/slab kg 12.50 5.50 68.75







B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Concrete mixer 300/200 ltr ( diesel) Hour 8.00 55.60 444.80







Aportioned hire charges of machinery for lug slabs 10% Rs: 135.54

C. LABOUR:

Rate Amount

in Rs. in Rs.




4 Mason Class-I Day 2.00 520.00 1040.00


6 mazdoor

for batching materials / laying CC Day 3.00 465.00 1395.00

for demoulding / oiling / laying Day 2.00 465.00 930.00





Aportioned cost of labourfor lug slabs 10% Rs: 760.45







Page 261 of 448


ABSTRACT:




Total Rs: 1653.79

13.615% Rs: 225.16


Rate Per Each (A+B+C+D)/25.0 Rs. 75.20

IRR-CAW-7-39Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube





CA : 0.68 cum, FA : 0.43cum)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 270.00 5.50 1485.00


2 Coarse aggregate 10 mm below cum 0.61 760.00 465.12





B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Hand mixer 45 / 30 ltr Hour 8.00 5.80 46.40







Aportioned hire charges of machinery for lining slab 90% Rs: 189.56

C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class-I Day 2.00 520.00 1040.00


5 mazdoor

for batching / mixing / laying Day 2.00 465.00 930.00

for demoulding / cleaning / oiling Day 2.00 465.00 930.00





Page 262 of 448






Aportioned cost of labour for lining slabs 90% Rs: 4469.33




ABSTRACT:




Total Rs: 7911.37

13.615% Rs: 1077.13



IRR-CAW-7-40Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube





CA : 0.68 cum, FA : 0.43cum)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 15.00 5.50 82.50







B. MACHINERY:

Rate Amount

in Rs. in Rs.








Aportioned hire charges of machinery for lug slabs 10% Rs: 21.06

C. LABOUR:

Rate AmountSl No Description Unit Quantity




Page 263 of 448


in Rs. in Rs.



3 Mason Class-I Day 2.00 520.00 1040.00


5 mazdoor







Aportioned cost of labour for lug slabs 10% Rs: 496.59




ABSTRACT:




Total Rs: 708.30

13.615% Rs: 96.43



IRR-CAW-7-41Manufacturing 600 x 300 x 100mm size PCC lining slabs in M-15 grade (28 days cube

compressive strength not less than 15 N/Sqmm) cement concrete using 20mm down

grades coarse aggregate including cost of all materials, machinery, labour, batching,

mixing, laying, compacting, formwork, finishing, curing etc., complete with initial lead upto 50 m

and all lifts.


CA : 0.80 cum, FA : 0.45cum, Blending Ratio of CA--65:35)

DATA: RATE ANALYSIS UNIT: 225 Nos.

A. MATERIALS :

Rate Amount

in Rs. in Rs.

1 Cement for mix Kg 1215.00 5.50 6682.50

2 Cement for incidentals @ 0.5kg/slab Kg 112.50 5.50 618.75

3 Coarse aggregate 20 mm below Cum 2.11 990.00 2084.94

4 Coarse aggregate 10 mm below Cum 1.13 760.00 861.84

5 Fine aggregate (Un-Screened) Cum 1.82 570.00 1038.83



Total Cost of Materials Rs. 11860.07

B. MACHINERY :

Rate Amount

in Rs. in Rs.

1 Diesel mixer 300/200 Hour 8.00 55.60 444.80



QuantitySl. No Particulars Unit

Sl. No Particulars Unit Quantity

Page 264 of 448


Fuel/Energy charges Hour 8.00 93.30 746.40

2 5 hp pump (diesel) Hour 0.10 8.30 0.83





Aportioned hire charges of machinery @ 90% for lining slab Rs. 90% 1219.88

C. LABOUR :

Rate Amount

in Rs. in Rs.


2 Crew for water tanker Hour 0.2 211.60 42.32

3 Mason Class-I Day 2 520.00 1040.00

4 Class II Mason Day 1 490.00 490.00

5 Mazdoor

For batching materials/laying Day 2 465.00 930.00

For demoulding/cleaning/oiling 2 465.00 930.00

For shifting slabs to curing pond 1 465.00 465.00

For stacking after curing 1 465.00 465.00

For cleaning & miscellaneous Day 1 465.00 465.00

Total Cost of Labour Rs. 4840.92

Aportioned cost of labour for lining slabs Rs. 90% 4356.83




ABSTRACT :


Rs. 1219.88


Total Rs: 17436.77

13.615% Rs: 2374.02



IRR-CAW-7-42Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cube

compressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded




CA : 0.68 cum, FA : 0.43cum)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement for mix kg 324.00 5.50 1782.00






Quantity

B. Hire Charges of machinery


Sl. No Particulars Unit

Page 265 of 448




B. MACHINERY:

Rate Amount

in Rs. in Rs.








Aportioned hire charges of machinery for lining slab 0.9 189.56

C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class-I Day 2.00 520.00 1040.00


5 mazdoor







Aportioned cost of labour for lining slabs 90% 4469.33




ABSTRACT:




Total Rs: 8365.20

13.615% Rs: 1138.92



IRR-CAW-7-43Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cube

compressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded




CA : 0.68 cum, FA : 0.43cum)


A. MATERIALS:

Unit Quantity


Sl No Description


Page 266 of 448


Rate Amount

in Rs. in Rs.

1 Cement for mix kg 13.50 5.50 74.25







B. MACHINERY:

Rate Amount

in Rs. in Rs.








Aportioned hire charges of machinery for lug slabs 10% 21.06

C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class-I Day 2.00 520.00 1040.00


5 mazdoor







Aportioned cost of labour for lug slabs 10% 496.59




ABSTRACT:




Total Rs: 694.97

13.615% Rs: 94.62



IRR-CAW-7-44Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side





Page 267 of 448


lining using stones and chips from approved quarry including cost of all materials,

machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete

with initial lead upto 50 m and all lifts.

(Thickness of the masonry assumed: 0.3 m, rubble stones : 0.96 cum, Stone Chips : 0.15cum,

Through Stones 20 x 20 x 30cm : 1/sqm)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr kg 1152.00 5.50 6336.00


3 Uncoursed rubble stones at quarry cum 9.60 370.00 3552.00

4 Through stones 20x20x30 cm Nos 32.00 26.00 832.00

5 Stone chips at quarry cum 1.50 485.00 727.50


B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class I Day 2.00 520.00 1040.00


5 mazdoor Day 8.00 465.00 3720.00






ABSTRACT:




Total Rs: 22337.90

13.615% Rs: 3041.31



IRR-CAW-7-45Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side

lining using stones from approved quarry including cost of all materials, machinery,

labour, forming weep holes at specified intervals, finishing, curing etc., complete

with initial lead upto 50m and all lifts.(without pin headers) : 1.1 cum)

(Thickness of the Masonry assumed: 0.3 m , rubble stones





Page 268 of 448


DATA: RATE ANALYSIS UNIT: 10 Cum

A. MATERIALS :

Rate Amount

in Rs. in Rs.

1 Cement 43 Gr Kg 979.2 5.50 5385.60

2 Sand (Screened) Cum 3.4 760.00 2584.00

3 Uncoursed rubble stones at quarry Cum 11 370.00 4070.00


B. MACHINERY :

Rate Amount

in Rs. in Rs.

1 Hand Mixing Charges Hour 8 5.80 46.40

5 hp pump (diesel) Hour 4 8.30 33.20

Fuel / Energy charges Hour 5 93.30 466.50


C. LABOUR :

Rate Amount

in Rs. in Rs.

1 Operator pump Hour 4 136.00 544.00

2 Mason Class I Day 13 520.00 6760.00

3 Mason Class II Day 6 490.00 2940.00

4 Mazdoor Day 29 465.00 13485.00

5 Cartman with Double Bullock cart for water Day 1 545.00 545.00





Rs. 12039.6

Rs. 546.1


Total Rs: 36859.70

13.615% Rs: 5018.45



IRR-CAW-7-46Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal side

lining using stones and chips from canal excavation including cost of all materials,

machinery, labour, forming weep holes at specified interval, finishing, curing etc., complete

with initial lead upto 50 m and all lifts.

( rubble stones : 0.96 cum, Stone Chips : 0.15cum, Through Stones 20 x 20 x 30cm : 1/sqm)

Note: Stones and chips will be issued from dump yard at specified issue rate.


A. MATERIALS:

Rate Amount

in Rs. in Rs.Quantity

Quantity

A. Cost of Materials

B. Hire Charges of Machinery


2


ABSTRACT :



QuantitySl. No Particulars Unit

Page 269 of 448


1 Cement 43 Gr kg 1144.00 5.50 6292.00


3 Uncoursed rubble at dump yard cum 9.60 189.00 1814.40

4 Through stones 20x20x30 cm Nos 32.00 26.00 832.00

5 Stone chips at dump yard cum 1.50 200.00 300.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.




C. LABOUR:

Rate Amount

in Rs. in Rs.



3 Mason Class I Day 2.00 520.00 1040.00


5 Crowbarman Day 1.00 490.00 490.00

6 mazdoor Day 9.00 465.00 4185.00






ABSTRACT:




Total Rs: 21083.80

13.615% Rs: 2870.56



IRR-CAW-7-47Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining

using stones from canal excavation including cost of all materials, machinery, labour, forming weep

holes at specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.

( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)

DATA: RATE ANALYSIS UNIT: 10 Cum

A. MATERIALS :

Rate Amount

in Rs in Rs

1 Cement 43 Gr Kg 980 5.50 5390.00


3 Uncoursed rubble at dump yard Cum 11 189.00 2079.00


Quantity





Page 270 of 448


B. MACHINERY :

Rate Amount

in Rs in Rs

1 Hand Mixing Charges Hour 8 5.80 46.40

5 hp pump (diesel) Hour 4 8.30 33.20

Fuel / Energy charges Hour 5 93.30 466.50


C. LABOUR :

Rate Amount

in Rs in Rs

1 Operator pump Hour 4 136.00 544.00

2 Mason Class I Day 13 520.00 6760.00

3 Mason Class II Day 6 490.00 2940.00

4 Mazdoor Day 29 465.00 13485.00

5 Cartman with double bullock cart Day 1 545.00 545.00





ABSTRACT :

A. Cost of Materials Rs. 10053

Rs. 546.1


Total Rs: 34873.10

13.615% Rs: 4747.97



IRR-CAW-8 ROCK PITCHING:

IRR-CAW-8-1Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 per

sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial


( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)


A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Pin header (Through stone) 30 cm Nos 200.00 26.00 5200.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00








2

Page 271 of 448


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 21383.75

13.615% Rs: 2911.4



Note: If 15 cm thick murum bed is to be provided below pitching

(Murum : 0.18 cum/sqm)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Murum cum 18.00 225.00 4050.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.

1 mazdoor Day 4.00 465.00 1860.00





ABSTRACT:




Total Rs: 5910.00

13.615% Rs: 804.65

Quantity

Quantity







Page 272 of 448




IRR-CAW-8-1-A (New Item4 - 2011-12)Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per




(For Maintenance works)


A. MATERIALS:

Rate Amount

in Rs. in Rs.





B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 20350.88

13.615% Rs: 2770.77



IRR-CAW-8-2Providing and constructing 25 cm thick dry rubble stone pitching including cost of all materials,

labour, hand packing, finishing etc., complete

( rubble stones : 0.275 cum/sqm)

DATA: RATE ANALYSIS UNIT: 100 Sqm.





Page 273 of 448


A. MATERIALS :

Rate Amount

in Rs in Rs

1 Uncoursed rubble stones at quarry Cum 27.50 370.00 10175.00


B. MACHINERY :

Rate Amount

in Rs in Rs

0 0

0 0


C. LABOUR :

Rate Amount

in Rs in Rs


2 Mazdoor Day 24.75 465.00 11508.75





ABSTRACT :

Rs. 10175

Rs. 0

Rs. 14203.75

Total Rs: 24378.75

13.615% Rs: 3319.17

Total cost for 100.00 Sqm. Rs: 27697.92


NOTE:

If 15 cm thick murum bed is to be provided below pitching add in Rs. 67.10

( As per rate analysis under item IRR-CAW-8-1- Note )

IRR-CAW-8-2-A (New Item5 - 2011-12)Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials,

labour, hand packing, finishing etc., complete

( rubble stones : 0.2475 cum/sqm) (For Maintenance Works)

DATA: RATE ANALYSIS UNIT: 100 Sqm.

A. MATERIALS :

Rate Amount

in Rs in Rs

1 Rough Stone for Revetment Cum 24.75 210.00 5197.50

2 Stone Chips at Quarry Cum 3.40 485.00 1649.00


B. MACHINERY :

Rate Amount

in Rs in Rs

0 0

C. Cost of Labour


Sl. No


Nil

Quantity


1

Nil


Particulars Unit

1


Quantity



Page 274 of 448


0 0


C. LABOUR :

Rate Amount

in Rs in Rs


2 Mazdoor Day 22.28 465.00 10357.88





ABSTRACT :

Rs. 6846.5

Rs. 0

Rs. 12783.38

Total Rs: 19629.88

13.615% Rs: 2672.61

Total cost for 100.00 Sqm. Rs: 22302.49







A. MATERIALS:

Rate Amount

in Rs. in Rs.





B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00

0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 6.00 465.00 2790.00



Unit Quantity


Sl No Description


C. Cost of Labour


Sl. No Particulars QuantityUnit



Page 275 of 448




ABSTRACT:




Total Rs: 23412.50

13.615% Rs: 3187.61



NOTE: If 15 cm thick murum bed is to be provided below pitching add 67.10

( As per rate analysis under item IRR-CAW-8-1- Note )

IRR-CAW-8-4Providing and Constructing 30 cm thick dry rubble stone pitching

including cost of all materials,labour,hand packing,finishing etc.,complete



A. MATERIALS :

Rate Amount

in Rs in Rs

1 Uncoursed rubble stones at Quarry Cum 33.00 370.00 12210.00

( Included in material Rate)

Total Cost of materials Rs : 12210.00

B.MACHINERY :

Rate Amount

in Rs in Rs

1 Nill 0.00 0.00 0.00

Total hire charges of machinery Rs : 0.00

C.LABOUR :

Rate Amount

in Rs in Rs


2 Mazdoor Day 29.70 465.00 13810.50

Total cost of labour Rs : 17044.50




ABSTRACT

A.Cost of Materials including ryolty charges Rs: 12210.00


C.Cost of Labour Rs: 17044.50

Total Rs: 29254.50

13.615% Rs: 3983






Sl No



Page 276 of 448


NOTE:

If 15 cm thick murum bed is to be provided below pitching Rs : 67.10

Add ( As per rate analysis under item IRR-CAW-8-1 - Note)






A. MATERIALS:

Rate Amount

in Rs. in Rs.





B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 9.00 465.00 4185.00





ABSTRACT:




Total Rs: 35303.75

13.615% Rs: 4806.61




( As per rate analysis under item IRR-CAW-8-1 - Note )

IRR-CAW-8-6Providing and Constructing 45 cm thick dry rubble stone pitching

including cost of all materials,labour,hand packing,finishing etc.,complete






Page 277 of 448



A. MATERIALS :

Rate Amount

in Rs in Rs


( Included in material Rate)


B.MACHINERY :

Rate Amount

in Rs in Rs

1 Nill 0.00 0.00 0.00


C.LABOUR :

Rate Amount

in Rs in Rs


2 Mazdoor Day 44.55 465.00 20715.75





ABSTRACT




Total Rs: 43881.75

13.615% Rs: 5974.5



NOTE:

If 15 cm thick murum bed is to be provided below pitching Rs : 67.10


IRR-CAW-8-7Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5 proportion with

pin headers at 2 per sqm in including cost of all materials, labour, packing chips and mortar,

finishing, curing etc., complete with initial lead upto 50 m and all lifts.



A. MATERIALS:

Rate Amount

in Rs. in Rs.



3 Stone chips @ 15 % at quarry cum 4.50 485.00 2182.50

4 Cement kg 3000.00 5.50 16500.00






Page 278 of 448




B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 5 hp pump ( diesel ) 2.00 8.30 16.60

Fuel / Energy charges 2.00 93.30 186.60


C. LABOUR:

Rate Amount

in Rs. in Rs.




4 mazdoor Day 12.00 465.00 5580.00

5 Catrman with double bullock cart Day 2.00 545.00 1090.00





ABSTRACT:




Total Rs: 52247.70

13.615% Rs: 7113.52





IRR-CAW-8-8Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion

including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete

( rubble stones : 0.33 cum/sqm )

DATA: RATE ANALYSIS UNIT : 100.00 Sqm

A. MATERIALS :

Rate Amount

in Rs in Rs


2 Cement Kg 3232.00 5.50 17776.00



B.MACHINERY :

Rate Amount

in Rs in Rs

1 Nill 0.00 0.00 0.00






Page 279 of 448



C.LABOUR :

Rate Amount

in Rs in Rs

1 Mason Class I Day 0.54 520.00 280.80


3 Mazdoor Day 2.80 465.00 1302.00





ABSTRACT

A.Cost of Materials Rs: 38513.20



Total Rs: 40713.40

13.615% Rs: 5543.13



NOTE: If 15 cm thick murum bed is to be provided below pitching Rs : 67.10


IRR-CAW-8-9Providing and constructing 30 cm thick dry khandki stone pitching using 20 to 25 cm size

khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand

packing, finishing etc., complete with initial lead upto 50 m and all lifts.

( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm,

Pin Headers 30cm : 2/sqm)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Khandki stones 20-25 cm height Nos 1200.00 18.00 21600.00


3 Stone chips cum 4.50 485.00 2182.50


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00

0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



Unit Quantity


Sl No Description




Page 280 of 448


3 mazdoor Day 6.00 465.00 2790.00





ABSTRACT:




Total Rs: 34837.50

13.615% Rs: 4743.13





IRR-CAW-8-10Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm size

khandki stones with pin headers at 2 per sqm including cost of all materials, labour, hand

packing, finishing etc., complete with initial lead upto 50 m and all lifts.




A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Pin headers 45 cm Nos 200.00 45.00 9000.00

3 Stone chips cum 6.75 485.00 3273.75


B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nil 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 9.00 465.00 4185.00





ABSTRACT:


Sl No particulars




Unit Quantity

Page 281 of 448




Total Rs: 35103.75

13.615% Rs: 4779.38





IRR-CAW-8-11Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm size

khandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in

CM 1:3 proportion including cost of all materials, labour, packing chips and mortar, finishing,

curing etc.complete with initial lead upto 50 m and all lifts.




A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Pin headers 30 cm long Nos 200.00 26.00 5200.00


4 Cement kg 2902.00 5.50 15961.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 5 hp diesel pump Hour 2.00 8.30 16.60



C. LABOUR:

Rate Amount

in Rs. in Rs.





5 mazdoor Day 11.00 465.00 5115.00





ABSTRACT:








Page 282 of 448


Total Rs: 62037.90

13.615% Rs: 8446.46


Rate per sqm (A+B+C+D)/100.0 Rs. 704.80



IRR-CAW-8-12Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stones

with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3

proportion including cost of all materials, labour, packing chips and mortar, finishing, curing

etc., complete with initial lead upto 50 m and all lifts.




A. MATERIALS:

Rate Amount

in Rs. in Rs.


2 Pin headers 45 cm Nos 200.00 45.00 9000.00


4 Cement kg 4050.00 5.50 22275.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 5 hp diesel pump Hour 4.00 8.30 33.20



C. LABOUR:

Rate Amount

in Rs. in Rs.





5 mazdoor Day 16.00 465.00 7440.00





ABSTRACT:




Total Rs: 73306.55

13.615% Rs: 9980.69






Page 283 of 448






IRR-CAW-8-13Providing 10 cm thick approved type grass turfing to the side slopes of canal including cost of

all materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.

(FA : 2 cum/sqm)


A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Turfing sods sqm 100.00 38.00 3800.00



B. MACHINERY:

Rate Amount

in Rs. in Rs.

1 Nill 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.



3 mazdoor Day 14.00 465.00 6510.00





ABSTRACT:




Total Rs: 12601.50

13.615% Rs: 1715.69



IRR-CAW-8-14Providing 10 cm Thick approved type gross turfing to the side slopes of canal including cost of

all materials ,labour,watering for minimum 15 days etc.,,complete.

with initial lead upto 50 m and all lifts ( WITHOUT USING SAND)

DATA: RATE ANALYSIS UNIT : 100.00 Sqm

A. MATERIALS :

Rate AmountSl No Particulars


Unit Quantity




Page 284 of 448


in Rs in Rs

1 Turfing Sods Sqm 100.00 38.00 3800.00


B.MACHINERY :

Rate Amount

in Rs in Rs

1 Nill 0.00 0.00 0.00

0.00 0.00 0.00


C.LABOUR :

Rate Amount

in Rs in Rs

1 Mazdoor Day 7.00 465.00 3255.00

2 Cart men with double bullock cart Day 2.00 545.00 1090.00





ABSTRACT




Total Rs: 8145.00

13.615% Rs: 1108.94



Sl No Particulars



Unit Quantity


Page 285 of 448

Canal Cross Drainage Works - Item Unit Rates 2020-21

Index- codeIRR-CCDWCANAL CROSS DRAINAGE WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead ChargesSeigniorage Charges:

1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while preparing the estimate. (i.e., to the data itself)

3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage


Additional Lead and Lift Charges:1. Unless otherwise specified the basic rates are inclusive of all lifts.

2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the additional lead as follows:Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item.In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added againExample:

Total lead for sand from approved sand quarry : 15 KmInitial lead included in the basic rate in the SR : 1 KmAdditional lead charges :

Lead charges for 5 km Rs. 94.10Lead charges for next 10 km Rs. 141

Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cum Rs. 35.30 (-)Net additional lead charges / cum Rs. 199.80


4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above)Example:

Total lead for earth from approved borrow area : 15 KmInitial lead included in the basic rate in the SR : 1 KmAdditional lead charges :

Lead charges for 5 km Rs. 94.10Lead charges for next 10 km Rs. 141

Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cum Rs. 35.30 (-)Net additional lead charges / cum Rs. 199.80

5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within theworking area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksiteshall be added to the data without deducting the 50 m initial lead charges

CCDW - Work Items

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :IRR-CCDW-1-1

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and

CHAPTER-IV

CANAL CROSS DRAINAGE WORKS - Standard Data(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)


Page 286 of 448


Other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off

the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.DATA: RATE ANALYSIS UNIT : 10.00 cum

A. MATERIALS:Rate Amountin Rs. in Rs.

1 NIL 0.00 0.00 0.00Total cost of Materials Rs: 0.00

B. MACHINERY:Rate Amountin Rs. in Rs.

1 NIL 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00

C. LABOUR:Rate Amountin Rs. in Rs.

1 work inspector Day 0.25 615.00 153.752 mazdoor Day 6.00 465.00 2790.00



Total Rs: 2943.75D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 400.79Total cost for 10.00 cum Rs: 3344.54Rate per cum (A+B+C+D)/10.0 Rs. 334.50

IRR-CCDW-1-2 Excavation for Structures- Mechanical Means ( Data adopted from MORTH)

Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m Unit = cum

DATA: RATE ANALYSIS Unit 240.00 cumA. Materials:

Rate Amountin Rs. in Rs.

NIL 0.00 0.00 0.00

B. Machinery:Rate Amountin Rs. in Rs.

1 Hydraulic excavator 1.0 cum bucket capacity

hour 6.00 1624.00 9744.00

Fuel/ Energy charges hour 6.00 1025.80 6154.80Total in Rs. 15898.80

C. Labour:Rate Amountin Rs. in Rs.

1 work inspector day 0.32 615.00 196.802 Mazdoor day 8.00 465.00 3720.003 crew for excavator hour 6.00 283.40 1700.40

Total in Rs. 5617.20







Page 287 of 448



Abstracta) Material Rs 0.00b) Machinery Rs 15898.80c) Labour Rs 5617.20Total Rs 21516.00D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2929.4Total cost for 240.00 cum Rs: 24445.4Rate per cum (A+B+C+D)/240.0 Rs. 101.90

IRR-CCDW-1-3

excavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00 cumA. MATERIALS:


1 NIL 0.00 0.00 0.00Total cost of Materials Rs: 0.00


1 NIL 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


1 Crowbarman Day 1.25 490.00 612.502 Stone breaker Day 1.25 490.00 612.503 work inspector Day 0.25 615.00 153.754 mazdoor Day 6.00 465.00 2790.00




IRR-CCDW-1-4

Excavation in ordnary rock without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directedetc., complete with initial lead upto 50 m and initial lift upto 3 m.

( Data adopted from MORTH)

DATA: RATE ANALYSIS Unit: 180.00 cumA. Materials:

Rate Amount

Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia





for foundations of canal cross drainage and other appurtenant structures and placing the

Mechanical Means

Page 288 of 448


in Rs. in Rs.

NIL 0.00 0.00 0.00Total cost of Materials Rs: 0.00

B. Machinery:Rate Amountin Rs. in Rs.

1Hydraulic excavator 1.0cum bucket capacity hour 6.00 1624.00 9744.00

2 Fuel/ Energy charges hour 6.00 1025.80 6154.80Total hire charges of Machinery Rs: 15898.80

C. Labour:Rate Amountin Rs. in Rs.

1 work inspector day 0.24 615.00 147.60

2 Mazdoor day 6.00 465.00 2790.00

3 crew for excavator hour 6.00 283.40 1700.40Total cost of Labour Rs: 4638.00


AbstractRs 0.00Rs 15898.80Rs 4638.00

Total Rs 20536.80D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 2796.09Total cost for 180.00 cum Rs: 23332.89Rate per cum (A+B+C+D)/180.0 Rs. 129.60

IRR-CCDW-1-5Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for

foundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 100 cumA. MATERIALS:


1 Use rate of drill rod 1.6 m length Rm 43.50 23.75 1033.13Reconditioning charges @ 10% 103.31





6 Sundries LS 0.50 22.00 11.00Total cost of Materials Rs: 3548.66


1 Air compressor 8.5 cmm ( diesel ) Hour 3.00 267.00 801.00Fuel / Energy charges Hour 3.00 1049.10 3147.30

2 Jack hammers 2 Nos. Hour 6.00 20.80 124.80Fuel / Energy charges Hour 6.00 0.00 0.00Total hire charges of Machinery Rs: 4073.10



Unit Quantity


Unit Quantity



b) Machinery a) Material

c) Labour

Sl No Description

Sl No Particulars

Page 289 of 448


1 Crew for Air compressor Hour 3.00 258.30 774.902 Crew for Jack hammer Hour 6.00 403.70 2422.203 work inspector Day 1.00 615.00 615.004 Blaster Day 0.50 615.00 307.505 Helper blaster Day 0.50 490.00 245.006 Crowbarman Day 6.00 490.00 2940.007 Stone breaker Day 3.00 490.00 1470.008 mazdoor Day 51.00 465.00 23715.00




IRR-CCDW-1-6Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for

foundations of canal cross drainage and other appurtenant structures and placing theexcavated rock neatly in specified dump area or stack yard as directed etc., complete withinitial lead upto 50 m and initial lift upto 3 m.



1 Explosive small dia ( Kelvex-220 ) kg 32.00 81.00 2592.002 Ordinary detonator No. 8.00 9.00 72.003 Electric detonator No. 104.00 10.00 1040.004 Detonating fuse coil Rm 150.00 7.00 1050.005 Use rate of air hose 2 Nos. Hour 16.00 10.19 163.006 Use rate of drill rod Rm 98.30 31.67 3112.83

Reconditioning charges @ 10% 311.28Total cost of Materials Rs: 8341.12



2 Jack hammer 2 Nos Hour 16.00 20.80 332.80Fuel / Energy charges Hour 16.00 0.00 0.00Total hire charges of Machinery Rs: 10861.60


1 Crew for Air compressor Hour 8.00 258.30 2066.402 Crew for Jack hammer Hour 16.00 403.70 6459.203 Blaster licensed Day 1.00 615.00 615.004 Helper blasting Day 1.00 490.00 490.005 work inspector Day 1.00 615.00 615.006 Crowbarman Day 6.00 490.00 2940.007 Stone breaker Day 6.00 490.00 2940.008 mazdoor Day 51.00 465.00 23715.00





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IRR-CCDW-1-7

Excavation in hard rock with blasting prohibited for foundations of canal cross drainage and other appurtenant structures and placing the excavated rock neatly in or stack yard as directed etc., complete

with specified dump area initial lead upto 50 m and initial lift upto 3 m.( Data adopted from MORTH)

DATA: Mechanical Means RATE ANALYSIS Unit 10.00 cum


NIL 0.00 0.00 0.00Total cost of Materials Rs: 0.00


1Air Compressor 250 cft with 2 leads of pneumatic breaker

hour 6.00 235.60 1413.60

Fuel/ Energy charges hour 6.00 839.30 5035.80Total hire charges of Machinery Rs: 6449.40


1 work inspector day 0.20 615.00 123.00

2 Mazdoor day 5.00 465.00 2325.00

3 crew for compressor hour 6.00 258.30 1549.80Total cost of Labour Rs: 3997.80


Abstracta) Rs 0.00b) Machinery Rs 6449.40c) Rs 3997.80

Total Rs 10447.20D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1422.39Total cost for 10.00 cum Rs: 11869.59Rate per cum (A+B+C+D)/10.0 Rs. 1187.00

IRR-CCDW-1-8Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with

1.25 m length driven into 32 mm dia hole drilled in bed rock and remaining length embedded inconcrete / masonry including cost of all materials, machinery, labour, drilling and cleaninghole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial leadupto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 10.00 Nos.A. MATERIALS:




Hard Rock ( blasting prohibited )

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1 Cement for grouting kg 5.00 5.50 27.502 25 mm dia steel kg 101.00 41.50 4191.503 Use rate of 32 mm dia drill rod Rm 12.50 31.67 395.83

Reconditioning charges @ 10% 39.584 Use rate of air hose Hour 2.00 10.19 20.38




2 Jack hammer 2 Nos Hour 2.00 20.80 41.60Fuel / Energy charges Hour 2.00 0.00 0.00Total hire charges of Machinery Rs: 1357.70


1 Crew for Air compressor Hour 1.00 258.30 258.302 Crew for Jack hammer Hour 2.00 403.70 807.403 Mason Class-II Day 0.50 490.00 245.004 Bar bender Day 0.50 615.00 307.505 work inspector Day 0.50 615.00 307.506 mazdoor Day 1.00 465.00 465.00



Total Rs: 8423.19D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 1146.82Total cost for 10.00 Nos. Rs: 9570.01Rate pereach (A+B+C+D)/10.0 Rs. 957.00

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :IRR-CCDW-2-1

Providing, fabricating and placing in position reinforcement steel bars for RCC works including

cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts.

DATA: RATE ANALYSIS UNIT : 1000.00 kgA. MATERIALS:


1 Rein.Steel with 5 % wastage kg 1050.00 41.50 43575.002 Binding wire 1.25 mm dia kg 8.00 60.00 480.003 Sundries ( chairs / spacers etc ) LS 3.00 22.00 66.00



1 Nil 0.00 0.00 0.00






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1 work inspector Day 1.00 615.00 615.002 Bar bender Day 6.00 615.00 3690.003 mazdoor Day 11.00 465.00 5115.00



Total Rs: 53541.0013.615% Rs: 7289.61

Total cost for 1000.00 kg Rs: 60830.61Rate per Kg (A+B+C+D)/1000.0 Rs. 60.80

IRR-CCDW-2-2Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x

100 x 10 mm angle and 250 x 12 mm plate for sinking for sinking 4.50 m outer diameter foundation wells foundation wells including cost of all materials, machinery, labour, bending, welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.

DETAILS OF FOUNDATION WELL CUTTING EDGE

DATA: RATE ANALYSIS UNIT : 615.00 kgA. MATERIALS:


1 Str.Steel angle with 2.5 % wastage kg 216.10 45.00 9724.502 Str.Steel plate with 2.5 % wastage kg 342.30 44.00 15061.203 Steel for anchors kg 56.60 41.50 2348.904 Acetyline gas cum 0.50 368.00 184.005 Oxygen gas cum 1.50 47.00 70.506 Welding electrodes Nos 300.00 11.00 3300.007 Sundries LS 5.00 22.00 110.00



1 Bending machine Hour 8.00 40.20 321.60Fuel / Energy charges Hour 8.00 134.30 1074.40

2 Welding set Hour 30.00 15.30 459.00Fuel / Energy charges Hour 30.00 107.40 3222.00

3 Sundries LS 10.00 22.00 220.00Total hire charges of Machinery Rs: 5297.00





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1 Str. Steel fabricator Day 2.00 625.00 1250.002 Welder / Gas cutter Day 5.00 555.00 2775.003 work inspector Day 1.00 615.00 615.004 mazdoor Day 5.00 465.00 2325.00



Total Rs: 43061.1013.615% Rs: 5862.77

Total cost for 615.00 kg Rs: 48923.87Rate per kg (A+B+C+D)/615.0 Rs. 79.60

IRR-CCDW-2-3Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded

aggregates for foundation filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)

Cost of shuttering materials : Annexure: AConsider one shutter and one soldier set :Shutter size : 900 mm x 1200 mm Length of soldier : 2.3 m Shutter area : 1.20 sqm4 mm thick plate 1.08 sqm @ 31.4 kg/ sqm : 33.91 kg50x50x6 mm angle 6.6 m length @ 3.8 kg/ m : 25.08 kg50x6 mm flat 1.8 m length @ 2.35 kg/ m : 4.23 kgISLC 100 2.3 m length @ 7.9 kg / m : 18.17 kg6 mm plate 0.03 sqm @ 47.1 kg/ sqm : 1.41 kg

Cost of 4 mm plate 33.91 kg @ Rs: 44.00 / kg Rs: 1492.04Cost of 6.6 m angle 25.08 kg @ Rs: 45.00 / kg Rs: 1128.60Cost of 1.8 m flat 4.23 kg @ Rs: 45.00 / kg Rs: 190.35Cost of 2.3 m soldier 18.17 kg @ Rs: 45.00 / kg Rs: 817.65Cost of 6mm plate 1.41 kg @ Rs: 44.00 / kg Rs: 62.04

Total Rs: 3690.68Add for wastage @ 2.50% Rs: 92.27Add for bolts & nuts @ 0.5 kg/ sqm Rs: 79.00 / kg Rs: 39.50Add for fabrication of shutter @ 82.8 kg/sqm Rs: 29.00 / kg Rs: 2401.20

Total Rs: 6223.65Deduct salvage value @ 10% Rs: 622.36

Total Rs: 5601.28Use rate of shutters:Use rate of shutters considering average 40 uses Rs: 140.03Add for repairs/ replacements/ catwalks etc., @ 15% Rs: 21.00Add for binding wire/ temperary supports etc., @ 5% Rs: 7.00Add for 2 J-bolts/ sqm for fixing soldier @ Rs: 40.00 Rs: 80.00Add for shutter oil at 0.2 ltr/ sqm @ Rs: 34.00 Rs: 6.80




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Use rate of shutters considering average 30 uses Rs: 186.71Add for repairs/ replacements/ catwalks etc., @ 15% Rs: 28.01Add for binding wire/ temperary supports etc., @ 5% Rs: 9.34Add for 2 J-bolts/ sqm for fixing soldier @ Rs: 40.00 Rs: 80.00Add for shutter oil at 0.2 ltr/ sqm @ Rs: 34.00 Rs: 6.80


Erection & dismantling shuttering :2 Fitters, 1 Carpentor Cl-II and 5 mazdoors erect 50 sqm shuttering / day.Cost of dismantling assumed at 50 % of erection charges.Area of shuttering with supports considered. : 100 sqmCleaning, conveying, erecting and oiling:Fitter shuttering 4 Nos. @ Rs: 490.00 / day Rs: 1960Carpentor Cl -II 2 Nos. @ Rs: 490.00 / day Rs: 980mazdoor 10 Nos. @ Rs: 465.00 / day Rs: 4650Dismantling and stacking:Fitter shuttering 2 Nos. @ Rs: 490.00 / day Rs: 980Carpentor Cl -II 1 Nos. @ Rs: 490.00 / day Rs: 490mazdoor 5 Nos. @ Rs: 465.00 / day Rs: 2325

Total Rs: 11385Labour charges for erecting and dismantling shuttering per sqm Rs: 113.85( Excluding T & P / Profit / Overheads / Hidden costs )

Data RATE ANALYSIS UNIT : 15.38 cumA. MATERIALS:


1 Cement for mix kg 3998.80 5.50 21993.40Cement for incidentals @ 3 kg / cum kg 46.14 5.50 253.77

2 Coarse aggregate 40-20 mm cum 6.92 890.00 6159.69Coarse aggregate 20-10 mm cum 4.15 990.00 4111.07Coarse aggregate 10 mm below cum 2.77 760.00 2103.98

3 Fine aggregate (Un-Screened) cum 6.15 570.00 3506.644 Super Plasticizer kg 16.00 61.00 975.715 Use rate of shuttering for 40 uses sqm 15.38 254.84 3919.42

Scaffolding @ of shuttering 10% 391.946 Sundries LS 0.50 22.00 11.00



1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 55.60 444.80Fuel / Energy charges Hour 8.00 93.30 746.40

2 5 hp pump ( diesel ) Hour 0.50 8.30 4.15Fuel / Energy charges Hour 0.50 93.30 46.65

3 Water tanker 8000 ltr Hour 1.00 417.80 417.80Fuel / Energy charges Hour 1.00 352.50 352.50

4 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 5.80 46.40Fuel / Energy charges Hour 8.00 20.30 162.40Total hire charges of Machinery Rs: 2221.10


1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.00



Sl No


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3 Crew for Water tanker Hour 1.00 211.60 211.604 Crew for Needle vibrator Hour 8.00 195.60 1564.805 work inspector Day 1.00 615.00 615.006 Mason Class-I Day 1.00 520.00 520.007 mazdoor

for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying Day 3.00 465.00 1395.00for conveying concrete Day 15.38 465.00 7151.70for cleaning/ washing/ curing Day 1.00 465.00 465.00

8 Labour cost for shuttering sqm 15.38 113.85 1751.01Labour cost for scaffolding @ 10% 175.10Total cost of Labour Rs: 23065.81



Total Rs: 68713.5413.615% Rs: 9355.35

Total cost for 15.38 cum Rs: 78068.89Rate per cum (A+B+C+D)/15.38 Rs. 5076.00

IRR-CCDW-2-4Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded

aggregates for foundation filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)




2 Coarse aggregate 80-40 mm cum 4.94 510.00 2518.99Coarse aggregate 40-20 mm cum 4.23 890.00 3767.90Coarse aggregate 20-10 mm cum 2.82 990.00 2794.18Coarse aggregate 10 mm below cum 2.12 760.00 1608.77





1 Concrete mixer 600/400 ltr ( diesel) Hour 8.00 92.50 740.00Fuel / Energy charges Hour 8.00 186.50 1492.00



4 Needle vibrator 60 mm dia ( petrol) Hour 8.00 6.30 50.40




Page 296 of 448




1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Water tanker Hour 1.00 211.60 211.604 Crew for Needle vibrator Hour 8.00 195.60 1564.805 Mason Class-I Day 1.00 520.00 520.006 work inspector Day 1.00 615.00 615.007 mazdoor





Total Rs: 64361.1713.615% Rs: 8762.77

Total cost for 14.40 cum Rs: 73123.94Rate percum (A+B+C+D)/14.40 Rs. 5078.10

IRR-CCDW-2-5

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in

position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)














Page 297 of 448


Fuel / Energy charges Hour 8.00 93.30 746.402 5 hp pump ( diesel ) Hour 0.50 8.30 4.15

Fuel / Energy charges Hour 0.50 93.30 46.653 Water tanker 8000 ltr Hour 1.00 417.80 417.80

Fuel / Energy charges Hour 1.00 352.50 352.504 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 5.80 46.40



1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Water tanker Hour 1.00 211.60 211.604 Crew for Vibrator Hour 8.00 195.60 1564.805 Mason Class-I Day 1.00 520.00 520.006 work inspector Day 1.00 615.00 615.007 mazdoor

for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying Day 3.00 465.00 1395.00for conveying concrete Day 16.36 465.00 7607.40

8 for cleaning/ washing/ curing Day 1.00 465.00 465.009 Labour cost for shuttering sqm 16.36 113.85 1862.59



Total Rs: 68113.2413.615% Rs: 9273.62


IRR-CCDW-2-6

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in

position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)







Quantity



Sl No Particulars Unit

Page 298 of 448














Total Rs: 62343.6513.615% Rs: 8488.09


IRR-CCDW-2-7

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in

position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. ( Cement content : 220 kg / cum) (Cement content: 310 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)




2 Coarse aggregate 40-20 mm cum 6.39 890.00 5683.10Coarse aggregate 20-10 mm cum 3.83 990.00 3792.99





Page 299 of 448


Coarse aggregate 10 mm below cum 2.55 760.00 1941.193 Fine aggregate (Un-Screened) cum 5.68 570.00 3235.324 Super Plasticizer kg 17.60 61.00 1073.335 Use rate of shuttering for 40 uses sqm 14.19 254.84 3616.16














Total Rs: 68727.32D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 9357.22Total cost for 14.19 cum Rs: 78084.54Rate per cu (A+B+C+D)/14.19 Rs. 5502.80

IRR-CCDW-2-8Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works including cost of all materials,

machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)



Sl No Description QuantityUnit

Page 300 of 448





3 Fine aggregate (Un-Screened) cum 6.00 570.00 3420.004 Super Plasticizer kg 19.20 61.00 1171.205 Use rate of shuttering sqm 30.00 254.84 7645.15










for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying including lifting Day 4.00 465.00 1860.00for conveying concrete Day 15.00 465.00 6975.00for cleaning/ washing/ curing Day 1.00 465.00 465.00




Total Rs: 78823.9313.615% Rs: 10731.88


IRR-CCDW-2-8 A New Item included in 2016-17Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded



Unit QuantitySl No Particulars


Page 301 of 448


aggregates for sub-structure / super- structure works including cost of all materials,

















for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying including lifting Day 4.00 465.00 1860.00for conveying concrete Day 15.00 465.00 6975.00for cleaning/ washing/ curing Day 1.00 465.00 465.00







Page 302 of 448


Total Rs: 73638.9913.615% Rs: 10025.94815

Total cost for 15.00 cum Rs: 83664.94Rate per cumcum (A+B+C+D)/15.0 Rs. 5578.00



(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)




2 Coarse aggregate 20-10 mm cum 8.20 990.00 8113.25Coarse aggregate 10 mm below cum 4.41 760.00 3353.73


















Page 303 of 448




Total Rs: 84356.0413.615% Rs: 11485.07



















for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying Day 4.00 465.00 1860.00for conveying concrete Day 15.71 465.00 7305.15





Page 304 of 448


for cleaning/ washing/ curing Day 1.00 465.00 465.008 Labour cost for shuttering sqm 31.42 113.85 3577.17

Labour cost for scaffolding @ 25% 894.29Total cost of Labour Rs: 26229.61



Total Rs: 79629.4313.615% Rs: 10841.55


















1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Water tanker Hour 1.00 211.60 211.604 Crew for Vibrator Hour 8.00 195.60 1564.805 Mason Class-I Day 1.00 520.00 520.00





Page 305 of 448


6 work inspector Day 1.00 615.00 615.007 mazdoor





Total Rs: 82601.1213.615% Rs: 11246.14


IRR-CCDW-2-12Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well kerb including cost of all materials, machinery, labour, formwork,

scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)



1 Cement for mix kg 5250.00 5.50 28875.002 Coarse aggregate 20-10 mm cum 7.80 990.00 7722.00

Coarse aggregate 10 mm below cum 4.20 760.00 3192.003 Fine aggregate (Un-Screened) cum 6.75 570.00 3847.504 Super Plasticizer kg 21.00 61.00 1281.005 Use rate of curved shutter (40 uses) sqm 82.50 280.32 23126.596 Sundries LS 0.50 22.00 11.00












Page 306 of 448


3 Crew for Vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor


7 Labour cost for shuttering sqm 82.50 113.85 9392.63Total cost of Labour Rs: 30144.03



Total Rs: 99649.9213.615% Rs: 13567.34


IRR-CCDW-2-13Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well steining including cost of all materials, machinery, labour, formwork,


Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)





3 Fine aggregate (Un-Screened) cum 6.00 570.00 3420.004 Super Plasticizer kg 19.20 61.00 1171.205 Use rate of curved shutter (40 uses) sqm 60.00 280.32 16819.346 Sundries LS 0.50 22.00 11.00






C. LABOUR:Rate Amount





Page 307 of 448


in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor





Total Rs: 89088.7413.615% Rs: 12129.43


IRR-CCDW-2-14Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well bottom plug by tremie or skip box method including cost of all materials,

machinery, labour, batching, mixing, placing in position as per detailed specifications etc.,complete with initial lead upto 50 m and all lifts. ( Cement content : 350 kg / cum )(Cement content: 350 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)




Coarse aggregate 10 mm below cum 3.92 760.00 2979.203 Fine aggregate (Un-Screened) cum 6.30 570.00 3591.004 Super Plasticizer kg 19.60 61.00 1195.60

TOTAL Rs: 41923.00Add for tremie arrangement @ 1% Rs: 419.23Total cost of Materials Rs: 42342.23




3 Sundries( Hopper etc. ) LS 5 22 110.00Total hire charges of Machinery Rs: 1352.00







Page 308 of 448


1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Fitter shuttering Day 1.00 490.00 490.004 work inspector Day 1.00 615.00 615.005 mazdoor

for erecting/ dismantling tremie Day 4.00 465.00 1860.00for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for feeding tremie hopper Day 2.00 465.00 930.00for conveying concrete Day 16.00 465.00 7440.00Total cost of Labour Rs: 20551.60



Total Rs: 64245.8313.615% Rs: 8747.07


IRR-CCDW-2-15Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for well top plug including cost of all materials, machinery, labour, cleaning,

batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete withinitial lead upto 50 m and all lifts.






3 Fine aggregate (Un-Screened) cum 5.72 570.00 3258.124 Super Plasticizer kg 16.00 61.00 976.29












Page 309 of 448


3 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor

for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying Day 3.00 465.00 1395.00for conveying concrete Day 14.29 465.00 6644.85for cleaning/ washing/ curing Day 1.00 465.00 465.00Total cost of Labour Rs: 20421.25



Total Rs: 59610.8013.615% Rs: 8116.01


IRR-CCDW-2-16Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for well cap including cost of all materials, machinery, labour, formwork,







3 Fine aggregate (Un-Screened) cum 7.09 570.00 4042.444 Super Plasticizer kg 20.80 61.00 1269.005 Use rate of curved shutter (40 uses) sqm 15.76 254.84 4016.256 Sundries LS 0.50 22.00 11.00












Page 310 of 448


2 Crew for Pump Hour 0.50 136.00 68.003 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor





Total Rs: 74193.3413.615% Rs: 10101.42


IRR-CCDW-2-17Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, gradedaggregates for piers and abutments including cost of all materials, labour, machinery,

formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)





3 Fine aggregate (Un-Screened) cum 5.04 570.00 2872.804 Super Plasticizer kg 14.40 61.00 878.405 Use rate of shuttering for 40 uses sqm 39.60 267.58 10596.186 Scaffolding @ of shuttering 30% 3178.86









Page 311 of 448



1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor





Total Rs: 78717.6813.615% Rs: 10717.41




Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 220 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)





3 Fine aggregate (Un-Screened) cum 5.09 570.00 2902.734 Super Plasticizer kg 12.80 61.00 781.045 Use rate ofshuttering for 40 uses sqm 40.01 267.58 10706.566 Scaffolding @ of shuttering 30% 3211.97









Page 312 of 448










Total Rs: 76845.5213.615% Rs: 10462.52











B. MACHINERY:Rate Amount





Page 313 of 448


in Rs. in Rs.1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 55.60 444.80











IRR-CCDW-2-20Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for cantiliver / counterfort retaining walls including cost of all materials,



Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.









Page 314 of 448







3 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 5.80 46.40Fuel / Energy charges Hour 8.00 20.30 162.40








Total Rs: 95159.0713.615% Rs: 12955.91


IRR-CCDW-2-21Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for gravitytype retaining walls / piers / abutments etc., including cost of all materials, machinery,

labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.765cum, Blending Ratio of CA--50:30:20, FA : 0.34 cum, plums of size 150 to 80 mm : 0.25cum )



1 Cement for mix kg 4703.40 5.50 25868.70





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Cement for incidentals @ 4 kg / cum kg 72.36 5.50 397.982 Coarse aggregate 40-20 mm cum 6.92 890.00 6158.29


3 Plums of size 150 to 80 mm cum 4.52 485.00 2193.414 Fine aggregate (Un-Screened) cum 6.15 570.00 3505.845 Super Plasticizer kg 18.81 61.00 1147.63

Use rate of shuttering for 40 uses sqm 49.75 254.84 12677.586 Scaffolding @ of shuttering 30% 3803.27








for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying Day 5.00 465.00 2325.00for placing plums Day 2.00 465.00 930.00for conveying concrete Day 15.38 465.00 7151.70for conveying plums Day 2.00 465.00 930.00for cleaning/ washing/ curing Day 1.00 465.00 465.00

7 Labour for shuttering sqm 49.75 113.85 5663.75Labour for scaffolding @ 30% 1699.13Total cost of Labour Rs: 31080.98



Total Rs: 94583.7213.615% Rs: 12877.57


IRR-CCDW-2-22Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard,gradedaggregates for cast in-situ pipes including cost of all materials, machinery, labour, cleaning,

batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete withinitial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),




Page 316 of 448

















7 Labour for shuttering sqm 30.76 113.85 3502.03Labour for scaffolding @ 15% 525.30Total cost of Labour Rs: 24955.43



Total Rs: 75156.0613.615% Rs: 10232.5


IRR-CCDW-2-23Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded





Page 317 of 448


aggregates for cast in-situ pipes including cost of all materials, labour, machinery, formwork,

cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 250 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.98cum, Blending Ratio of CA--35:30:20:15, FA : 0.35 cum)

















Total Rs: 70319.6113.615% Rs: 9574.02





Page 318 of 448



IRR-CCDW-2-24Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork,




















Unit Quantity



Sl No Description

Page 319 of 448



Total Rs: 127945.1213.615% Rs: 17419.73


IRR-CCDW-2-24A New Item included in 2016-17Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for slabs for small culverts span upto 2 mts including cost of all materials,machinery,

labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum,CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





3 Fine aggregate (Un-Screened) cum 7.09 570.00 4042.445 Use rate of shuttering for 30 uses sqm 39.40 254.84 10040.64



B. MACHINERY:Rate Amount

in Rs. in Rs.1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 55.60 444.80





1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 mazdoor





Unit Quantity


Sl No Particulars


Page 320 of 448



Total Rs: 96027.4713.615% Rs: 13074.13968


IRR-CCDW-2-24B New Item included in 2016-17Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for slabs for small culverts span upto 2-4 mts including cost of all materials,machinery,

labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum,CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





3 Fine aggregate (Un-Screened) cum 7.09 570.00 4042.444 Use rate of shuttering for 30 uses sqm 39.40 254.84 10040.64








1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 mazdoor








Page 321 of 448




Total Rs: 110553.7913.615% Rs: 15051.89892


IRR-CCDW-2-25Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for columns and beams including cost of all materials, labour, machinery,

formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing etc.,complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)



















Page 322 of 448





Total Rs: 111972.7913.615% Rs: 15245.1


IRR-CCDW-2-26Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,

cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m

and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





3 Fine aggregate (Un-Screened) cum 7.09 570.00 4042.444 Super Plasticizer kg 20.80 61.00 1269.005 Use rate of shuttering sqm 7.88 254.84 2008.136 Sundries ( asphalt mortar etc ) LS 5.00 22.00 110.00












Page 323 of 448






Total Rs: 72837.0813.615% Rs: 9916.77


IRR-CCDW-2-27Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for troughs including cost of all materials, machinery, labour, formwork,

scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.

Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)











3 Needle vibrator 40 mm dia ( diesel ) Hour 8.00 5.80 46.40Fuel / Energy charges Hour 8.00 20.30 162.40Total hire charges of Machinery Rs: 1450.80







Page 324 of 448


3 Crew for Needle vibrator Hour 8.00 195.60 1564.804 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor






IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :IRR-CCDW-3-1

Sinking RCC wells vertically for foundation of piers and abutments in all kinds of soil, sand and soft rock by approved well sinking method including cost of all materials, machinery, labour, kent - ledge arrangements, disposal of excavated material as directed etc., complete with lead upto 50 m for disposal of excavated material.(diameter of well 6.00m)

DATA: Unit = Running meterTaking output = 1m

diameter of well = 6.00m(i) Depth below bed level upto 3.0m

Rate of sinking = 0.50 m /hour

DATA: RATE ANALYSIS UNIT : 1.00 RmA. MATERIALS:


1 Nil 0.00 0.00 0.00Total cost of Materials Rs: 0.00


1Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories.

Hour 2.00 595.40 1190.80

Fuel Charges Hour 2.00 352.50 705.002 Crew Charges Hour 2.00 211.60 423.203 Consumables in sinking @ 10% of machinery charges 231.90



1 Mate (Mason Cl- ll ) day 0.12 490.00 58.80

2 Sinker ( skilled) day 1.00 520.00 520.00

3 Sinking helper ( Semi skilled) day 2.00 465.00 930.00

Sl No


Quantity


Particulars Unit

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Total cost of Labour Rs: 1508.80labour component/unit qty 1509.80Contractor's profit and overhead charges 13.615% 263.20labour component/unit qty(including contractor's profit) 1773.00


Total Rs: 4059.70D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 552.73Total cost for 1.00 Rm Rs: 4612.43Rate per Rm (A+B+C+D)/1 Rs. 4612.40

(ii) Beyond 3m and upto 10m depthRate of sinking = 0.33 m per hour.



1 Nil 0.00 0.00 0.00Total cost of Materials Rs: 0.00


1Hire & running charges of crane with grab bucket of 0.75 cum capacity and accessories.

Hour 3.00 595.40 1786.20

Fuel Charges Hour 3.00 352.50 1057.502 Crew Charges Hour 3.00 211.60 634.80

3

Consumables in sinking @ 10% of machinery charges 347.85



1 Mate (Mason Cl- ll ) day 0.15 490.00 73.50

2 Sinker ( skilled) day 1.25 520.00 650.00

3 Sinking helper ( Semi skilled) day 2.50 465.00 1162.50Total cost of Labour Rs: 1886.00

labour component/unit qty 2520.80Contractor's profit and overhead charges 13.615% 343.20labour component/unit qty(including contractor's profit) 2864.00


Total Rs: 5712.35D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 777.74Total cost for 1.00 Rm Rs: 6490.09Rate per Rm (A+B+C+D)/1 Rs. 6490.10

IRR-CCDW-3-2Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,

ramming as directed including cost of all materials, machinery, labour etc., complete withinitial lead upto 50 m and all lifts.


Sl No




Page 326 of 448



1 Sand for filling cum 15.75 570.00 8977.50Total cost of Materials Rs: 8977.50


1 Nill 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


1 work inspector Day 0.25 615.00 153.752 mazdoor Day 4.00 465.00 1860.00



Total Rs: 10991.2513.615% Rs: 1496.46

Total cost for 15.00 cum Rs: 12487.71Rate per Cum (A+B+C+D)/15.0 Rs. 832.50

IRR-CCDW-4 MASONRY WORKS :IRR-CCDW-4-1

Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for sub-structure portions of return walls / abutments etc., including

cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedgingstone chips, curing etc., complete with initial lead upto 50 m and all lifts.

(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)



1 Cement kg 1430.00 5.50 7865.002 Rubble stones cum 8.50 370.00 3145.003 Stone chips cum 1.50 485.00 727.504 Sand (Screened) cum 4.00 760.00 3040.00




2 5 hp pump ( diesel ) Hour 0.50 8.30 4.15Fuel / Energy charges Hour 0.50 93.30 46.65Total hire charges of Machinery Rs: 821.10









Page 327 of 448


1 Crew for Water tanker Hour 1.00 211.60 211.602 Crew for Pump Hour 0.50 136.00 68.003 work inspector Day 1.00 615.00 615.004 Mason Class-I Day 1.00 520.00 520.005 Mason Class-II Day 2.00 490.00 980.006 mazdoor

for conveying rubble stones Day 4.00 465.00 1860.00for preparing mortar Day 2.00 465.00 930.00for loading mortar pans Day 1.00 465.00 465.00for laying & packing mortar Day 3.00 465.00 1395.00for washing rubble / finishing / curing Day 1.00 465.00 465.00for conveying mortar / chips Day 4.00 465.00 1860.00Total cost of Labour Rs: 9369.60



Total Rs: 24968.2013.615% Rs: 3399.42


IRR-CCDW-4-2Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including

cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedgingstone chips, curing etc., complete with initial lead upto 50 m and all lifts.

(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)



1 Cement kg 1430.00 5.50 7865.002 Rubble stones cum 8.50 370.00 3145.003 Stone chips cum 1.50 485.00 727.504 Sand (Screened) cum 4.00 760.00 3040.00

TOTAL Rs: 14777.50Add for scaffolding @ 2.5% Rs: 369.44Total cost of Materials Rs: 15146.94





1 Crew for Water tanker Hour 1.00 211.60 211.602 Crew for Pump Hour 0.50 136.00 68.003 work inspector Day 1.00 615.00 615.004 Mason Class-I Day 1.00 520.00 520.00





Page 328 of 448


5 Mason Class-II Day 2.00 490.00 980.006 mazdoor

for conveying rubble stones Day 4.00 465.00 1860.00for preparing mortar Day 2.00 465.00 930.00for loading mortar pans Day 1.00 465.00 465.00for laying & packing mortar Day 3.00 465.00 1395.00for washing rubble / finishing / curing Day 1.00 465.00 465.00for conveying mortar / chips Day 4.00 465.00 1860.00




Total Rs: 25571.8813.615% Rs: 3481.61


IRR-CCDW-4-3Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with

stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete withinitial lead upto 50 m and initial lift upto 3m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)



1 Cement kg 1330.00 5.50 7315.002 Header stones 25x25x45 cm Nos 60.00 45.00 2700.003 Khandki stones 25x25x30 cm Nos 180.00 20.00 3600.004 Rubble stones cum 4.50 370.00 1665.005 Stone chips cum 1.50 485.00 727.506 Sand (Screened) cum 3.50 760.00 2660.00

TOTAL Rs: 18667.50Add for scaffolding materials @ 2.5% Rs: 466.69Total cost of Materials Rs: 19134.19





1 Crew for Water tanker Hour 1.00 211.60 211.602 Crew for Pump Hour 0.50 136.00 68.00





Page 329 of 448


3 work inspector Day 1.00 615.00 615.004 Stone chiseller Cl -II Day 3.00 490.00 1470.005 Mason Class-I Day 1.00 520.00 520.006 Mason Class-II Day 2.00 490.00 980.007 mazdoor

for conveying stones / rubble Day 4.00 465.00 1860.00for preparation of mortar Day 3.00 465.00 1395.00for loading mortar pans Day 1.00 465.00 465.00for laying & packing mortar Day 3.00 465.00 1395.00for washing rubble / finishing / curing Day 1.00 465.00 465.00for conveying mortar / chips Day 2.00 465.00 930.00




Total Rs: 30589.2513.615% Rs: 4164.73


IRR-CCDW-4-4Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with

stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete withinitial lead upto 50 m and initial lift upto 3 m.(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,Stone Chips : 0.15 cum, Khandki stones 25 x 25 x 30 cm : 180 Nos, Header stones 25 x 25x 45 cm : 60 Nos)



1 Cement kg 1330.00 5.50 7315.002 Header stones 25x25x45 cm Nos 60.00 45.00 2700.003 Khandki stones 25x25x30 cm Nos 180.00 20.00 3600.004 Rubble stones cum 4.50 370.00 1665.005 Stone chips cum 1.50 485.00 727.506 Sand (Screened) cum 3.50 760.00 2660.00

TOTAL Rs: 18667.50Add for scaffolding materials @ 2.5% Rs: 466.69Total cost of Materials Rs: 19134.19









Page 330 of 448


1 Crew for Water tanker Hour 1.00 211.60 211.602 Crew for Pump Hour 0.50 136.00 68.003 work inspector Day 1.00 615.00 615.004 Stone chiseller Cl -II Day 6.00 490.00 2940.005 Mason Class-I Day 1.00 520.00 520.006 Mason Class-II Day 2.00 490.00 980.007 mazdoor8 for conveying rubble/ stones Day 4.00 465.00 1860.00

for preparation of mortar Day 3.00 465.00 1395.00for loading mortar pans Day 1.00 465.00 465.00for laying & packing mortar Day 3.00 465.00 1395.00for washing rubble / finishing / curing Day 1.00 465.00 465.00for conveying mortar / chips Day 2.00 465.00 930.00




Total Rs: 32096.0013.615% Rs: 4369.87


IRR-CCDW-4-5Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete withinitial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 100.00 sqmA. MATERIALS:


1 Cement kg 456.00 5.50 2508.002 Sand (Screened) cum 0.75 760.00 570.00

TOTAL Rs: 3078.00Add for scaffolding / ramps etc @ 2.5% Rs: 76.95Total cost of Materials Rs: 3154.95


1 Nil 0.00 0.00 0.00( Manual mixing) 0.00 0.00 0.00



1 Mason Cl- I Day 10.00 520.00 5200.002 work inspector Day 1.00 615.00 615.003 mazdoor Day 10.00 465.00 4650.00






Page 331 of 448



Total Rs: 13619.9513.615% Rs: 1854.36

Total cost for 100.00 sqm Rs: 15474.31Rate pe Sqm (A+B+C+D)/100.0 Rs. 154.70

IRR-CCDW-4-6Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3proportion by volume including raking and cleaning joints for 50 mm depth, pressing cementmortar into joints, cost of all materials, labour, scaffolding, finishing, curing etc., complete withinitial lead upto 50 m and all lifts.












Total Rs: 12864.5313.615% Rs: 1751.51

Total cost for 100.00 sqm Rs: 14616.04Rate per Sqm (A+B+C+D)/100.0 Rs. 146.20

IRR-CCDW-4-7Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost

of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,complete with initial lead upto 50 m and all lifts.



1 Cement kg 629.00 5.50 3459.50







Page 332 of 448


2 Sand (Screened) cum 1.32 760.00 1003.20TOTAL Rs: 4462.70

Add for scaffolding / ramps etc @ 2.5% Rs: 111.57Total cost of Materials Rs: 4574.27








Total Rs: 19689.2713.615% Rs: 2680.69













Total cost of Labour Rs: 15115.00labour component/unit qty 151.20







Page 333 of 448


Add contractor's profit and overhead charges 13.615% 20.60labour component/unit qty (including contractor's profit) 171.80


Total Rs: 18804.1813.615% Rs: 2560.19















Total Rs: 27673.1813.615% Rs: 3767.7

Total cost for 100.00 sqm Rs: 31440.88Rate per sqm (A+B+C+D)/100.0 Rs. 314.40




Rate AmountSl No Particulars Unit Quantity






Sl No

Page 334 of 448


in Rs. in Rs.1 Cement kg 788.00 5.50 4334.002 Sand (Screened) cum 2.20 760.00 1672.00









Total Rs: 26196.1513.615% Rs: 3566.61

Total cost for 100.00 sqm Rs: 29762.76Rate persqm (A+B+C+D)/100.0 Rs. 297.60

IRR-CCDW-5 COPING & RAILING WORKS :IRR-CCDW-5-1

Providing and fixing 10 cm thick roughly dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including

cost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto50 m and all lifts.(Cement content: 7.5 kg / sqm, FA : 0.030 cum/sqm, Burnt stone slab 10 cm thick 1.05 sqm/ sqm)



1 Cement kg 75.00 5.50 412.502 Sand (Screened) cum 0.30 760.00 228.003 Burnt stone slab 10 cm thick sqm 10.50 270.00 2835.00





C. LABOUR:Rate Amount








Page 335 of 448


in Rs. in Rs.1 Mason Cl- II Day 1.00 490.00 490.002 Stone chiseller Cl- II Day 1.00 490.00 490.003 work inspector Day 0.50 615.00 307.504 mazdoor Day 2.00 465.00 930.00



Total Rs: 5693.0013.615% Rs: 775.1


IRR-CCDW-5-2Providing and fixing 10 cm thick one line dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including







1 Nil 0.00 0.00 0.00( Manual mixing) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


1 Mason Cl- II Day 1.00 490.00 490.002 Stone chiseller Cl- I Day 4.00 550.00 2200.003 work inspector Day 0.50 615.00 307.504 mazdoor Day 2.00 465.00 930.00



Total Rs: 7403.0013.615% Rs: 1007.92








Page 336 of 448



IRR-CCDW-5-3Providing and fixing 10 cm thick two line dressed burnt stone slabs for coping set inCM 1: 6 proportion by volume with pointing to joints in CM 1 : 3 proportion by volume including










1 Mason Cl- II Day 1.00 490.00 490.002 Stone chiseller Cl-I Day 8.00 550.00 4400.003 work inspector Day 0.50 615.00 307.504 mazdoor Day 2.00 465.00 930.00



Total Rs: 9603.0013.615% Rs: 1307.45


IRR-CCDW-5-4Providing and laying insitu M-15 ( 28 days cube compressive strength not less than 15 N /sqmm ) grade cement concrete using 20 mm down size approved clean, hard, graded

aggregates for coping slab including cost of all materials, machinery, labour, formwork,cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curingetc., complete with initial lead upto 50 m and initial lift upto 3 m. (Cement content: 300 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)










Page 337 of 448


Coarse aggregate 10 mm below cum 4.11 760.00 3121.783 Fine aggregate (Un-Screened) cum 6.60 570.00 3762.864 Super Plasticizer kg 17.60 61.00 1073.845 Use rate of shuttering sqm 80.69 254.84 20561.646 Sundries sqm 1.00 22.00 22.00





3 Water tanker 8000 ltr Hour 1.00 417.80 417.80Fuel / Energy charges Hour 1.00 352.50 352.50Total hire charges of Machinery Rs: 2012.30


1 Crew for Concrete mixer Hour 8.00 271.70 2173.602 Crew for Pump Hour 0.50 136.00 68.003 Crew for Water tanker Hour 1.00 211.60 211.604 Mason Class-I Day 1.00 520.00 520.005 work inspector Day 1.00 615.00 615.006 mazdoor

for batching materials Day 11.00 465.00 5115.00for loading mortar pans Day 4.00 465.00 1860.00for laying and tamping Day 3.00 465.00 1395.00for conveying concrete Day 14.67 465.00 6821.55for cleaning/ washing/ curing Day 1.00 465.00 465.00

7 Labour cost for shuttering/scaffolding sqm 80.69 113.85 9185.99Total cost of Labour Rs: 28430.74



Total Rs: 91146.2013.615% Rs: 12409.55


IRR-CCDW-5-5Providing and constructing protective railing consisting of in-situ railing posts of size 15 x15 cm at bottom, 10 x 10 cm at top and 75 cm height at 2 m centre to centre in M-20 gradeconcrete using 20 mm down size graded aggregates and with each post reinforced by 4 Nos.

of 8 mm dia main bars embedded in kerb concrete for a depth of 40 cm and 5 Nos. of 6 mmdia. stirrups including fixing 3 rows of 40 mm dia. GI pipes with one coat of red oxide primerand two coats of synthetic enamel paint, cost of all materials, machinery, labour, formwork,finishing, curing etc., complete with lead upto 50 m and all lifts.



1 Cement kg 30.00 5.50 165.002 20-10 mm coarse aggregate cum 0.04 990.00 39.60





Page 338 of 448


3 10-4.75 mm coarse aggregate cum 0.02 760.00 15.204 Fine aggregate (Un-Screened) cum 0.04 570.00 22.805 Reinforcement steel kg 16.39 41.50 680.196 40 mm dia GI pipes B class Rm 30.00 237.00 7110.007 Use rate of shuttering sqm 3.00 254.84 764.528 Sundries ( paints/ binding wire etc ) LS 4.00 22.00 88.00



1 Nill 0.00 0.00 0.000.00 0.00 0.00



1 Mason Class I Day 0.50 520.00 260.002 Bar bender Day 0.50 615.00 307.503 work inspector Day 0.50 615.00 307.504 mazdoor Day 1.50 465.00 697.505 Painter Cl- II Day 0.50 490.00 245.006 Fitter shuttering Day 0.50 490.00 245.00



Total Rs: 10947.8013.615% Rs: 1490.54

Total cost for 10.00 Rm Rs: 12438.34Rate per Rm (A+B+C+D)/10.0 Rs. 1243.80

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :

IRR-CCDW-6-1Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2

proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto50 m and all lifts.(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00 JointsA. MATERIALS:


1 Cement kg 99.00 5.50 544.502 Sand (Screened) cum 0.10 760.00 76.003 Hemp yarn kg 0.91 79.00 71.89



1 Nill 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00







Page 339 of 448



1 Mason Cl- II Day 2.00 490.00 980.002 work inspector Day 1.00 615.00 615.003 mazdoor Day 3.00 465.00 1395.00



Total Rs: 3682.3913.615% Rs: 501.36

Total cost for 10.00 Joints Rs: 4183.75Rate per Joint (A+B+C+D)/10.0 Rs. 418.40

Note: (1) For NP3 Class - 10% extra over the rates of NP2 Class(2) For NP4 Class - 20% extra over the rates of NP2 Class














Total Rs: 4214.5313.615% Rs: 573.81







Page 340 of 448





proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto

50 m and all lifts.(Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)












Total Rs: 5427.8013.615% Rs: 738.99













Page 341 of 448


3 Hemp yarn kg 2.50 79.00 197.50Total cost of Materials Rs: 2198.60








Total Rs: 5898.6013.615% Rs: 803.09





















Page 342 of 448




Total Rs: 7129.3013.615% Rs: 970.65
















Total Rs: 7473.6013.615% Rs: 1017.53




proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,






Page 343 of 448


labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto50 m and all lifts.(Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)












Total Rs: 8275.3313.615% Rs: 1126.69










1 Nill 0.00 0.00 0.00







Page 344 of 448


( Manual mixing ) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00





Total Rs: 8773.1513.615% Rs: 1194.46















ABSTRACT:A. Cost of Materials Rs: 4556.27B. Hire charges of Machinery Rs: 0.00






Page 345 of 448


C. Cost of Labour Rs: 5830.00Total Rs: 10386.27

13.615% Rs: 1414.09Total cost for 10.00 Joints Rs: 11800.36Rate per Joint (A+B+C+D)/10.0 Rs. 1180.00


IRR-CCDW-7 BACK FILLING & OTHER WORKS :IRR-CCDW-7-1

Providing rubble / boulder and sand filling behind abutment and return walls in layers

including cost of all materials, machinery, labour, watering, ramming etc., complete with initiallead upto 50 m and initial lift upto 3 m.



1 Rubble / Boulder cum 10.00 370.00 3700.002 Sand for filling cum 4.00 570.00 2280.00






1 work inspector Day 0.50 615.00 307.502 Mason Cl II Day 1.00 490.00 490.003 mazdoor Day 4.00 465.00 1860.00



Total Rs: 8637.5013.615% Rs: 1176


IRR-CCDW-7-2Providing and filling murrum / gravely soil ( CNS soil ) for foundation or around pipesincluding breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earthmasters to achieve density control of not less than 95 percent etc., complete with lead




1 Murum cum 12.00 225.00 2700.000.00 0.00 0.00



Sl No Particulars Unit


Quantity


Sl No



Page 346 of 448



1 Nill 0.00 0.00 0.000.00 0.00 0.00



1 Cartman with double bullock cart Day 0.50 545.00 272.502 work inspector Day 0.50 615.00 307.503 mazdoor Day 6.00 465.00 2790.00



Total Rs: 6070.0013.615% Rs: 826.43


IRR-CCDW-7-3Providing and filling murum / gravely soil ( CNS soil ) for foundation or above pipesincluding breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by powerroller to achieve density control of not less than 98 percent etc., complete with lead upto

50 m and all lifts.



1 Murum cum 12.00 225.00 2700.000.00 0.00 0.00



1 Diesel road roller 8-10 tonne Hour 0.17 203.20 34.68Fuel / Energy charges Hour 0.17 839.30 143.23Total hire charges of Machinery Rs: 177.90


1 Operator road roller Hour 0.17 272.10 46.432 Cartman with double bullock cart Day 0.50 545.00 272.503 work inspector Day 0.50 615.00 307.504 mazdoor Day 1.50 465.00 697.50


ABSTRACT:







Page 347 of 448



Total Rs: 4201.8313.615% Rs: 572.08


IRR-CCDW-7-4Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of

size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats syntheticenamel paint of approved quality and colour to exposed surfaces and lettering as directed, costof all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 4 Nos.A. MATERIALS:


1 One line dressed Km stone No. 4.00 500.00 2000.002 40-20 mm coarse aggregate cum 0.20 890.00 178.003 20-10 mm coarse aggregate cum 0.15 990.00 148.504 10-4.75 mm coarse aggregate cum 0.10 760.00 76.005 Sand (Un-Screened) cum 0.20 570.00 114.006 Cement kg 100.00 5.50 550.007 Synthetic enamel paint I st quality ltr 1.00 210.00 210.008 Sundries ( brush / oil etc ) LS 4.00 22.00 88.00



1 NIL 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00



1 Mason Cl- II Day 1.00 490.00 490.002 work inspector Day 1.00 615.00 615.003 mazdoor Day 1.00 465.00 465.004 Painter Cl- I Day 1.00 595.00 595.00



Total Rs: 5529.5013.615% Rs: 752.84

Total cost for 4.00 Nos. Rs: 6282.34Rate per No (A+B+C+D)/4.0 Rs. 1570.60

IRR-CCDW-7-5Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone incement concrete M-10 grade with 40 mm down size aggregates including excavating pit of

size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats syntheticenamel paint of approved quality and colour to exposed surfaces and lettering as directed, costof all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.






Page 348 of 448




1 One line dressed hectometre stone No. 4.00 315.00 1260.002 40-20 mm coarse aggregate cum 0.20 890.00 178.003 20-10 mm coarse aggregate cum 0.15 990.00 148.504 10-4.75 mm coarse aggregate cum 0.10 760.00 76.005 Sand (Un-Screened) cum 0.20 570.00 114.006 Cement kg 100.00 5.50 550.007 Synthetic enamel paint I st quality ltr 0.40 210.00 84.008 Sundries ( brush / oil etc ) LS 1.00 22.00 22.00



1 NIL 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00



1 Mason Cl- II Day 1.00 490.00 490.002 work inspector Day 1.00 615.00 615.003 mazdoor Day 1.00 465.00 465.004 Painter Cl- I Day 0.50 595.00 297.50

Total cost of Labour Rs: 1867.50labour component/unit qty 466.90Add contractor's profit and overhead charges 13.615% 63.60labour component/unit qty (including contractor's profit) 530.50ABSTRACT:A. Cost of Materials Rs: 2432.50B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 1867.50

Total Rs: 4300.0013.615% Rs: 585.45

Total cost for 4.00 Nos. Rs: 4885.45Rate per No (A+B+C+D)/4.0 Rs. 1221.40





Page 349 of 448

Gate Hoist Allied Works - Item Unit Rates 2020-21

IRR-GAW GATE HOIST AND ALLIED WORKS - DATA RATES

1 All materials / bought out components for embedded parts, gates, hoists and allied worksshall conform to relevant Indian standards / technical specifications and approved drawings.

2 The basic rates are EXCLUSIVEof preparation of designs / drawings / material schedules etc.,as per specifications and other technical data including revisions.If designs &drawings are to be done by private agency 2% of estimated cost be added

3 The basic rates are inclusive of cost of all materials, machinery, labour, fabrication, erection,commissioning and testing of gates, hoists and other related components as per technical

specifications.

The basic rates are inclusive of finishing, wastage of materials , incidental works, temperarysupports, all enabling works, profit, overheads, small tools / plants, hidden coston labour etc.The basic rates are inclusive of taxes, duties (excise ), levies and all other incidental charges including

5 turn over tax/sales tax on works contract. Separate provision shall be made in the estimate towards suchtax on works contract at the rate prevailing at the time of preparation of estimate.The basic rates are inclusive of all leads and lifts including rehandling.

6 no provision is made for stitch welding and it is part of welding work7 The basic rates are inclusive of preparatory works such as rectification of damages, repairing8 shop painting, cleaning, positioning and anchoring first stage embedments,

The basic rates are not inclusive of painting with or without sand blasting,and are to be added to the rate9 as perschedule rates formulated in the same chapter as per applicability and specifications

The basic rates are exclusive of cost of river diversion arrangements, dewatering, desilting ,secondary10 concreting of EM parts etc., which form part of civil works.

DESIGNS AND DRAWING CHARGES AT 2% BE ADDED EXTRA TO THE ESTIMATES, IF 11 CONTRACTOR'S SCOPE OF WORK INVOLVES DESIGNS COMPONENT ALSO

Add AREA ALLOWANCES AS APPLICABLE ON LABOUR COMPONENT ONLY (SHOWN UNDER EACH ITEM)12 Add contractors profit and overheads at 14% to all items13 Painting Charges added extra to the data items as per applicability wherver necessary14 HOIST EQUIPMENT1.-where sand blasting is not possible, hand and power tool cleaning be 15 adopted - Guidance may be taken from Mechanical workshop in this regard

2. Machined surfaces should not be painted3. for maintenance unless sand blasting is essential hand and power tool cleaning be adoptedPainting of Hoast Gates is to be done as per IS 14177:1994

16

Index- code

IRR-GAW TYPES OF GATES:IRR-GAW-1 A. SPILLWAY RADIAL GATESIRR-GAW-1-1

E.M Parts and anchorages fabrication, supply, erection, testing and commissioning of Embedded parts for radial gate

consists of sill beam, wall plates, anchor girders , yoke girders, tie flats, trunnion supports etc., including cost of all materials, machinery, labour, welding, finishing, with leads and lifts &all accessories (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)Drawing no. MD/CDO/VRSP/90-92/85-86 (Vengalaraya Sagar - Gomukhi Project)

Vent Size: 12.00 X 6.6 Mtrs

DATA: RATE ANALYSIS UNIT : 15.300 tonneA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Str steel angle / beam / channel / bars kg 3467.00 45.00 156015.00

DATA and RATES ---GATE / HOIST AND ALLIED WORKS - (STORED WITH E-N-C &TO INCORPORATE CHANGES YEARLY/AS NEEDED)

GAW - Work Items


FOR THE YEAR - 2020-21HYDRAULIC GATES AND ALLIED EQUIPMENT - Standard Data

CHAPTER-V

Page 350 of 448


2 Structural steel plate / flats kg 11261.00 44.00 495484.003 Stainless steel plate / flats kg 515.00 270.00 139050.004 MS bolts and nuts kg 48.00 79.00 3792.005 Oxygen gas cum 158.00 47.00 7426.006 Acetyline gas cum 53.00 368.00 19504.007 Welding electrodes Nos 11520.00 11.00 126720.008 Welding electrodes ( LH ) Nos 2880.00 18.00 51840.009 Welding electrodes ( stainless steel ) Nos 1160.00 25.00 29000.0010 Use rate welding holder set Hour 1945.00 8.50 16532.5011 Use rate gas cutting torch set Hour 158.00 25.17 3976.3312 Sundries LS 100.00 22.00 2200.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Welding transformer Hour 1945.00 15.30 29758.50


2

Tower crane/heavy duty tyre mounted crane Hour

16.00 834.00 13344.00Fuel / Energy charges Hour 16.00 232.80 3724.80

3 Plate shearing machine Hour 16.00 43.30 692.80Fuel / Energy charges Hour 16.00 179.00 2864.00

4 Pug cutting machine Hour 76.00 7.00 532.00Fuel / Energy charges Hour 76.00 4.50 342.00

5 Mobile crane 16 Tonnes Hour 22.00 2123.30 46712.60Fuel / Energy charges Hour 22.00 75.00 1650.00

6 Stationery derric crane Hour 64.00 81.20 5196.80Fuel / Energy charges Hour 64.00 0.00 0.00

7 Grinding machine Hour 30.00 23.20 696.00Fuel / Energy charges Hour 30.00 44.80 1344.00

8 Drilling machines Hour 30.00 23.20 696.00Fuel / Energy charges Hour 30.00 44.80 1344.00

9 Planing machine Hour 100.00 110.70 11070.00Fuel / Energy charges Hour 100.00 134.30 13430.00

10 Bending Machine Hour 30.00 40.20 1206.00Fuel / Energy charges Hour 30.00 134.30 4029.00

11 Sundries LS 100.00 22.00 2200.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Tower crane Hour 16.00 225.70 3611.202 Crew for Mobile crane 16 T Hour 22.00 637.70 14029.403 Crew for Shearing machine Hour 16.00 169.30 2708.804 Crew for Planing machine Hour 100.00 258.30 25830.005 Crew for Drilling machine Hour 30.00 232.10 6963.006 Crew for Grinding machine Hour 30.00 232.10 6963.007 Crew for Bending machine 30.00 161.50 4845.008 Foreman Day 15.00 605.00 9075.009 Marker / Fabricator / Erector Day 75.00 625.00 46875.0010 Gas cutter Day 20.00 555.00 11100.0011 Welder ( General ) Day 212.00 555.00 117660.0012 Welder ( X - ray ) Day 48.00 595.00 28560.0013 Khalasi Day 345.00 545.00 188025.0014 Helper fabrication / erection Day 255.00 490.00 124950.0015 Electrician Day 5.00 590.00 2950.00

Total cost of Labour Rs: 594145.40Add towards highly skilled labour charges @ 30% on total cost of labour 178243.62

Total Cost of Labour 772389.02



Page 351 of 448




Total Rs: 2173654.35D.Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 2173654.35E. Add for transportation upto work site @ 3% Rs: 65209.63

Total Rs: 2238863.98

13.615% Rs: 304821.33Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 645.66Unloading charges of fabricated parts Rs 99.00 per tonne 3029.4Total cost for 15.300 tonne Rs: 2547360.38

Rate per tonne Rs: 166494.10

A-2 Gates RADIAL GATESIRR-GAW-1-2

fabrication, supply, erection, testing and commissioning of radial gate consisting

of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulleysupports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost

of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)

Drawing no. MD/CDO/VRSP/170-172/85-86(Vengalaraya Sagar - Gomukhi Project)Vent Size: 12 X 6.6 Mtr


Rate Amount

in Rs. in Rs.1 Structural steel :

Angles / beams / channels / bars kg 9700.00 45.00 436500.00Plates / flats kg 16850.00 44.00 741400.00

2 Cast steel components :Trunnion hubs / Guide rollers kg 2100.00 165.00 346500.00

3 Alluminium / Bronze alloy components :

Bush for Trunnion / Guide roller kg 350.00 870.00 304500.004 Bolt / Nut / Washer :

GI bolts / nuts / washers kg 250.00 110.00 27500.005 Zinc/Babbit Metal kg 50.00 185.00 9250.006 Rubber seals :

Bottom seal Rm 12.00 730.00 8760.00Side seals ( Z - type ) Rm 14.00 1755.00 24570.00

7 Oxygen gas cum 228.00 47.00 10716.008 Acetyline gas cum 76.00 368.00 27968.009 Welding electrodes ( std ) Nos 1000.00 11.00 11000.0010 Welding electrodes ( LH ) Nos 250.00 18.00 4500.0011 Use rate welding holder set Hour 156.00 8.50 1326.0012 Use rate gas cutting torch set Hour 228.00 25.17 5738.0013 Sundries LS 500.00 22.00 11000.00


B. MACHINERY:


F. Add for contractor's profit and overheads on

Page 352 of 448


Rate Amount


Fuel / Energy charges Hour 156.00 107.40 16754.402 Plate shearing machine Hour 29.00 43.30 1255.70

Fuel / Energy charges Hour 29.00 179.00 5191.003 Pug cutting machine Hour 114.00 7.00 798.00

Fuel / Energy charges Hour 114.00 4.50 513.004 Bending machine Hour 116.00 40.20 4663.20

Fuel / Energy charges Hour 116.00 134.30 15578.805 Tower crane 5 t cpacity Hour 29.00 834.00 24186.00

Fuel / Energy charges Hour 29.00 232.80 6751.206 Mobile derric crane Hour 58.00 595.40 34533.20

Fuel / Energy charges Hour 58.00 352.50 20445.007 Stationery derric crane Hour 58.00 81.20 4709.60

Fuel / Energy charges Hour 58.00 0.00 0.008 Grinding machine Hour 58.00 23.20 1345.60

Fuel / Energy charges Hour 58.00 44.80 2598.409 Drilling machines Hour 58.00 23.20 1345.60

Fuel / Energy charges Hour 58.00 44.80 2598.4010 Mobile Crane 30 T Hour 100.00 3159.00 315900.00



C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 30T Hour 100.00 637.70 63770.002 Crew for Tower crane Hour 29.00 225.70 6545.303 Crew for Bending machine Hour 116.00 161.50 18734.004 Crew for Drilling machine Hour 58.00 232.10 13461.805 Crew for Grinding machine Hour 58.00 232.10 13461.806 Foreman Day 29.00 605.00 17545.007 Marker / Fabricator / Erector Day 145.00 625.00 90625.008 Gas cutter Day 29.00 555.00 16095.009 Welder ( General ) Day 17.00 555.00 9435.0010 Welder ( X - ray ) Day 5.00 595.00 2975.0011 Khalasi Day 493.00 545.00 268685.0012 Helper fabrication / erection Day 667.00 490.00 326830.0013 Electrician Day 15.00 590.00 8850.00





Total Rs: 3569778.67D. Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 3569778.67E. Add for transportation upto work site @ 3% Rs: 107093.36

Total Rs: 3676872.03

13.615% Rs: 500606.13Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 1223.8



F. Add for contractor's profit and overheads on

Page 353 of 448


Unloading charges of fabricated parts Rs 99.00 per tonne 5742Total cost for 29.000 tonne Rs: 4184443.96

Rate per tonne Rs. 144291.20

IRR-GAW-1-3 RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES fabrication, supply, erection, testing and commissioning of electrically operated ropedrum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear

system, brake system, electric motor, wire ropes, gate position indicator, manual operationarrangement etc., with all accessories for spillway radial gate including cost of all materials,machinery, labour,, greasing, providing hand railing and approach staircase with gate to hoist platform, , complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 15.440 tonne wtA. MATERIALS: 90.00 t capacity

Rate Amount

in Rs. in Rs.1 Structural steel


2 Cast steel components :Rope drums 2 Nos / Gears 4 Nos kg 3680.00 218.00 802240.00Pinions kg 218.00 204.00 44472.00Pulleys 720 PCD 6 Nos kg 1080.00 165.00 178200.00Plummer blocks / Hubs kg 322.00 165.00 53130.00

3 Alloy steel componentsShafts kg 557.00 228.00 126996.00Pins kg 546.00 386.00 210756.00

4 Bronze alloy components :Bronze bearings / bush kg 144.00 870.00 125280.00

5 Wire rope 36 mm dia 6/37 construction kg 448.00 206.00 92288.006 MS Bolt / Nut / Washer kg 85.00 79.00 6715.007 Worm reducers No. 1.00 210600.00 210600.008 Electric motor 20 hp No. 1.00 108000.00 108000.009 Floating shaft 300 mm dia kg 1000.00 190.00 190000.0010 Manual operating system No. 1.00 28875.00 28875.0011 Gate position indicator No. 1.00 214200.00 214200.0012 Ele-magnetic brake No. 1.00 33000.00 33000.00

13

Electric cable / switch / control panel etc LS

1.00 58650.00 58650.0014 Oxygen gas cum 213.00 47.00 10011.0015 Acetyline gas cum 71.00 368.00 26128.0016 Welding electrodes Nos 530.00 11.00 5830.0017 Welding electrodes ( LH ) Nos 4776.00 18.00 85968.0018 Grease kg 50.00 242.00 12100.0019 Use rate welding holder set Hour 566.00 8.50 4811.0020 Use rate gas cutting torch set Hour 90.00 25.17 2265.0021 Sundries ( hand rail /staircase / gate etc ) LS 200.00 22.00 4400.00


B. MACHINERY:

Rate Amount


Fuel / Energy charges Hour 353.00 107.40 37912.202 Tower crane 5 t capacity Hour 4.00 834.00 3336.00





Page 354 of 448


4 Mobile derric crane Hour 50.00 595.40 29770.00Fuel / Energy charges Hour 50.00 352.50 17625.00


6 Drilling machines Hour 16.00 23.20 371.20Fuel / Energy charges Hour 16.00 44.80 716.80

7 Sundries LS 100.00 22.00 2200.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 50.00 211.60 10580.002 Crew for Tower crane Hour 4.00 225.70 902.803 Crew for Drilling machine Hour 16.00 232.10 3713.604 Crew for Grinding machine Hour 8.00 232.10 1856.805 Foreman Day 35.00 605.00 21175.00

6 Marker / Fabricator / Erector / Mechanic Day58.00 625.00 36250.00

7 Gas cutter Day 18.00 555.00 9990.008 Welder ( General ) Day 53.00 555.00 29415.009 Khalasi Day 20.00 545.00 10900.0010 Helper fabrication / erection Day 175.00 490.00 85750.0011 Electrician Day 3.00 590.00 1770.00






Total Rs: 3387760.50

13.615%Rs: 461243.59

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 651.568Unloading charges of fabricated parts Rs 99.00 per tonne 3057.12Total cost for 15.440 tonne wt Rs: 3852712.78Total cost for 90.00 t capacity Rs:

Rate per tonne wt Rs: 249528.00

Rate per tonne capacity of hoist 42807.90IRR-GAW-1-4 Walk way(cat walk)

fabrication, supply, erection and commissioning of 1 metre wide walkway connectingspillway piers / abutments at trunnion platform level including cost of all materials,

machinery, labour, cutting, welding etc, complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under itemsinthis chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 5.22 MTA. MATERIALS:

Rate AmountSl No particulars Unit Quantity


F. Add for contractor's profit and overheads on (A+B+C+D+E)

Page 355 of 448



Angles / beams / channels / bars kg 4258.00 45.00 191610.00Plates / flats kg 98.00 44.00 4312.00Chequered plates kg 856.00 58.00 49648.00

2 MS bolts / nuts / washers kg 8.00 79.00 632.003 Oxygen gas cum 51.00 47.00 2397.004 Acetyline gas cum 17.00 368.00 6256.005 Welding electrodes Nos 1195.00 11.00 13145.006 Use rate welding holder set Hour 150.00 8.50 1275.007 Use rate gas cutting torch set Hour 30.00 25.17 755.008 Sundries LS 10.00 22.00 220.00


B. MACHINERY:

Rate Amount


Fuel / Energy charges Hour 150.00 107.40 16110.002 Tower crane Hour 6.00 834.00 5004.00


Fuel / Energy charges Hour 12.00 4.50 54.004 Mobile CRANE 16T Hour 8.00 2123.30 16986.40



Fuel / Energy charges Hour 12.00 44.80 537.607 Bending Machine Hour 10.00 40.20 402.00



C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 16T Hour 10.00 637.70 6377.002 Crew for Tower crane Hour 6.00 225.70 1354.203 Crew for Drilling machine Hour 12.00 232.10 2785.204 Crew for Grinding machine Hour 12.00 232.10 2785.205 Crew for Bending machine Hour 10.00 161.50 1615.006 Foreman Day 6.00 605.00 3630.007 Marker / Fabricator / Erector Day 25.00 625.00 15625.008 Gas cutter Day 5.00 555.00 2775.009 Welder ( General ) Day 20.00 555.00 11100.0010 Helper fabrication / erection Day 200.00 490.00 98000.0011 Electrician Day 2.00 590.00 1180.00





Total Rs: 507771.78




Page 356 of 448


D. Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 507771.78E. Add for transportation upto work site @ 3% Rs: 15233.15

Total Rs: 523004.93

13.615%Rs: 71207.12

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 220.284Unloading charges of fabricated parts Rs 99.00 per tonne 1033.56Total cost for 5.22 MT Rs: 595465.90

Rate per MT Rs: 114073.90

IRR-GAW-2 VERTICAL LIFT GATES-EM PARTSIRR-GAW-2-1

Design, fabrication, supply, erection and commissioning of embedded parts consisting of

sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elementsetc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials,machinery, labour, etc., complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

Drawing No. MD/CDO/GNCP/HR/1759,1760/94 (GNSS Project)Vent Size: 3.6 X 6.1 Mtr


Rate Amount

in Rs. in Rs.1 Str steel angle / beam / channel / bars kg 1885.00 45.00 84825.002 Structural steel plate / flats kg 3890.00 44.00 171160.003 Stainless steel plate / flats kg 271.00 270.00 73170.004 MS bolts and nuts kg 50.00 79.00 3950.005 Oxygen gas cum 225.00 47.00 10575.006 Acetyline gas cum 75.00 368.00 27600.007 Welding electrodes Nos 1410.00 11.00 15510.008 Welding electrodes ( LH ) Nos 350.00 18.00 6300.009 Welding electrodes ( stainless steel ) Nos 1320.00 25.00 33000.0010 Use rate welding holder set Hour 385.00 8.50 3272.5011 Use rate gas cutting torch set Hour 225.00 25.17 5662.5012 Sundries LS 40.00 22.00 880.00


B. MACHINERY:

Rate Amount


Fuel / Energy charges Hour 385.00 107.40 41349.002 Plate shearing machine Hour 8.00 43.30 346.40


Fuel / Energy charges Hour 110.00 4.50 495.004 Planing machine Hour 270.00 110.70 29889.00

Fuel / Energy charges Hour 270.00 134.30 36261.005 Mobile Crane 16 T Hour 24.00 2123.30 50959.20




Unit QuantitySl No Description



Page 357 of 448





C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 16 T Hour 24.00 637.70 15304.802 Crew for Planing machine Hour 270.00 258.30 69741.003 Crew for Drilling machine Hour 21.00 232.10 4874.104 Crew for Grinding machine Hour 14.00 232.10 3249.405 Crew for Bending machine Hour 14.00 161.50 2261.006 Foreman Day 32.00 605.00 19360.007 Marker / Fabricator / Erector Day 35.00 625.00 21875.008 Gas cutter Day 9.00 555.00 4995.009 Welder ( General ) Day 46.00 555.00 25530.0010 Welder ( X - ray ) Day 6.00 595.00 3570.0011 Helper fabrication / erection Day 240.00 490.00 117600.0012 Electrician Day 4.00 590.00 2360.00






Total Rs: 1019569.49

13.615%Rs: 138814.39

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 265.86Unloading charges of fabricated parts Rs 99.00 per tonne 1247.4Total cost for 6.30 tonne Rs: 1159897.13

Rate per tonne Rs: 184110.70IRR-GAW-2-2 Vertical lift gates and stop log gate elements ( SLIDING GATES)

Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate,

horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks/bearings, guide shoes,rubber seals, clamps etc., with all accessories including cost of all materials,machinery, labour, seal fixing etc.,complete as per specifications and approved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

Drawing NO. CE/CDO/CL3/MRP/783/2002 (Spillway Stop log gate Elements of Madduvalasa Project)Vent Size: 12.624 X 0.50 M 16 Elements

DATA:RATE ANALYSIS UNIT : 119.000 tonne

A. MATERIALS:



Page 358 of 448


Rate Amount



2 Alloy steel componentsLifting pins kg 520.00 386.00 200720.00

3 Bolt / Nut / WasherGI bolts / nuts / washers kg 600.00 110.00 66000.00

4 Rubber sealsBottom seal Rm 210.00 730.00 153300.00Side seals Rm 18.00 1269.00 22842.00

5 Oxygen gas cum 2714.00 47.00 127558.006 Acetyline gas cum 905.00 368.00 333040.007 Welding electrodes Nos 86554.00 11.00 952094.008 Welding electrodes ( LH ) Nos 16486.00 18.00 296748.009 Use rate welding holder set Hour 12880.00 8.50 109480.0010 Use rate gas cutting torch set Hour 2714.00 25.17 68302.3311 Sundries LS 400.00 22.00 8800.00


B. MACHINERY:

Rate Amount



Fuel / Energy charges Hour 6440.00 4.50 28980.003 Mobile crane 16 T Hour 360.00 2123.30 764388.00







C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 16T Hour 360.00 637.70 229572.002 Crew for Drilling machine Hour 357.00 232.10 82859.703 Crew for Grinding machine Hour 238.00 232.10 55239.804 Crew for Bending machine Hour 240.00 161.50 38760.005 Foreman Day 120.00 605.00 72600.006 Marker / Fabricator / Erector Day 195.00 625.00 121875.007 Gas cutter Day 100.00 555.00 55500.008 Welder ( General ) Day 1442.00 555.00 800310.009 Welder ( X - ray ) Day 275.00 595.00 163625.0010 Khalasi Day 2023.00 545.00 1102535.0011 Helper fabrication / erection Day 2727.00 490.00 1336230.0012 Electrician Day 10.00 590.00 5900.00







Page 359 of 448





Total Rs: 15840537.25

13.615% Rs: 2156689.15Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 5021.800Unloading charges of fabricated parts Rs 99.00 per tonne 23562Total cost for 119.00 tonne Rs: 18025810.20


STOP LOGS-automatic lifting beamIRR-GAW-2-3

fabrication, supply, erection, testing and commissioning of automatic lifting beamwith all accessories for handling, lowering and lifting of spillway stop log gate elements

including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)


Rate Amount



2 Alloy steel componentsLifting pins kg 101.00 386.00 38986.00

3 Bronze alloy components :Bronze bush kg 5.00 870.00 4350.00

4 Forged steel components :Lifting hooks kg 103.00 235.00 24205.00

5 MS pipe 100 mm dia kg 11.00 153.00 1683.006 Bolt / Nut / Washer

MS bolts / nuts / washers kg 3.00 79.00 237.007 Oxygen gas cum 126.00 47.00 5922.008 Acetyline gas cum 42.00 368.00 15456.009 Welding electrodes Nos 175.00 11.00 1925.0010 Welding electrodes ( LH ) Nos 1575.00 18.00 28350.0011 Use rate welding holder set Hour 187.00 8.50 1589.5012 Use rate gas cutting torch set Hour 24.00 25.17 604.0013 Sundries LS 25.00 22.00 550.00


B. MACHINERY:

Rate Amount




Unit Quantity



Sl No Description

Page 360 of 448







C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 4.00 211.60 846.402 Crew for Drilling machine Hour 2.00 232.10 464.203 Crew for Grinding machine Hour 2.00 232.10 464.204 Foreman Day 10.00 605.00 6050.005 Marker / Fabricator / Erector Day 18.00 625.00 11250.006 Gas cutter Day 10.00 555.00 5550.007 Welder ( General ) Day 18.00 555.00 9990.008 Helper fabrication / erection Day 52.00 490.00 25480.009 Electrician Day 1.00 590.00 590.00


Total Cost of Labour 78890.24labour component/unit qty 22361.20Add contractor's profit and overhead charges 13.615% 3044.50labour component/unit qty (including contractor's profit) 25405.70



Total Rs: 384703.81

13.615% Rs: 52377.42Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 148.882Unloading charges of fabricated parts Rs 99.00 per tonne 698.544Total cost for 3.528 tonne Rs: 437928.65


MOVING GANTRY CRANE-CLASS IIIRR-GAW-2-4

fabrication, supply, erection, testing and commissioning of adequate capacity Class- IItype moving gantry crane consisting of rail mounted gantry frame, top platform with hand

railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drumetc., with all accessories for operating spillway stop log gate elements and river sluice /canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts.

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 30.856 tonneA. MATERIALS: 25 t capacity

Rate Amount

in Rs. in Rs.Unit Quantity


Sl No particulars


Page 361 of 448


1 Structural steelAngles / beams / channels / bars kg 1743.00 45.00 78435.00Plates / flats kg 19700.00 44.00 866800.00Chequered plates kg 820.00 58.00 47560.00

2 Cast steel components :Rope drums 2 Nos/Gears kg 1320.00 218.00 287760.00pinions kg 1165.00 204.00 237660.00Wheels / Pulleys kg 2255.00 165.00 372075.00Plummer blocks / Couplings kg 817.00 165.00 134805.00

3 Forged steel componentsHook / Shackle kg 127.00 235.00 29845.00



6 Wire rope 28 mm dia 6/37 construction kg 406.00 206.00 83636.007 MS Bolt / Nut / Washer kg 63.00 79.00 4977.008 MS pipe 32 mm dia for railing Rm 50.00 179.00 8950.009 Worm reducers Nos. 4.00 210600.00 842400.0010 Electric motor 17.5 hp No. 1.00 76500.00 76500.00

Electric motor 5 hp Nos. 2.00 31110.00 62220.00Electric motor 3 hp No. 1.00 20580.00 20580.00

11 Ele-magnetic / Thruster brakes Nos. 4.00 33000.00 132000.00

12


3.00 58650.00 175950.0013 Oxygen gas cum 579.00 47.00 27213.0014 Acetyline gas cum 193.00 368.00 71024.0015 Welding electrodes Nos 1123.00 11.00 12353.0016 Welding electrodes ( LH ) Nos 10110.00 18.00 181980.0017 Grease kg 50.00 242.00 12100.0018 Use rate welding holder set Hour 1197.00 8.50 10174.5019 Use rate gas cutting torch set Hour 150.00 25.17 3775.0020 Sundries LS 200.00 22.00 4400.00


B. MACHINERY:

Rate Amount









C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 100.00 211.60 21160.002 Crew for Tower crane Hour 6.00 225.70 1354.203 Crew for Drilling machine Hour 16.00 232.10 3713.604 Crew for Grinding machine Hour 32.00 232.10 7427.20



Sl No

Page 362 of 448


5 Foreman Day 74.00 605.00 44770.006 Marker / Fabricator / Erector Day 124.00 625.00 77500.007 Gas cutter Day 48.00 555.00 26640.008 Welder ( General ) Day 112.00 555.00 62160.009 Khalasi Day 20.00 545.00 10900.0010 Helper fabrication / erection Day 350.00 490.00 171500.0011 Electrician Day 10.00 590.00 5900.00






Total Rs: 5202956.01

13.615%Rs: 708382.46


25.000 t capacity Rs:


Rate per tonne capacity Rs: 236750.00

RAIL TRACK FOR GANTRY CRANEIRR-GAW-2-5

Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standardrails on spillway bridge for movement of gantry crane for handling and operating spillway

stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials,machinery, labour, complete as per specifications(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)


Rate Amount

in Rs. in Rs.1 Str steel angle / beam / channel / bars kg 1570.00 45.00 70650.002 Structural steel plate / flats kg 975.00 44.00 42900.003 Rails kg 18450.00 50.14 925083.004 MS bolts and nuts kg 246.00 79.00 19434.005 Oxygen gas cum 201.00 47.00 9447.006 Acetyline gas cum 67.00 368.00 24656.007 Welding electrodes Nos 1805.00 11.00 19855.008 Use rate welding holder set Hour 193.00 8.50 1640.509 Use rate gas cutting torch set Hour 133.00 25.17 3347.1710 Sundries LS 10.00 22.00 220.00


B. MACHINERY:



Page 363 of 448


Rate Amount







C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 4.00 211.60 846.402 Crew for Drilling machine Hour 50.00 232.10 11605.003 Crew for Grinding machine Hour 8.00 232.10 1856.804 Foreman Day 8.00 605.00 4840.005 Marker / Fabricator / Erector Day 32.00 625.00 20000.006 Gas cutter Day 17.00 555.00 9435.007 Welder ( General ) Day 18.00 555.00 9990.008 Helper fabrication / erection Day 52.00 490.00 25480.009 Electrician Day 1.00 590.00 590.00






Total Rs: 1288707.91

13.615%Rs: 175457.58

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 874.468Unloading charges of fabricated parts Rs 99.00 per tonne 4102.956Total cost for 200.000 Rm Rs: 1469142.91

Rate per Rm Rs: 7345.70VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTED

IRR-GAW-2-6Design, fabrication, supply, erection, testing and commissioning of fixed wheel type verticallift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting

brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories forriver sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with allleads and lifts, complete as per specifications andvapproved drawings (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

Drawing No. CE/CDO/DEE/DEE4/GNC/HR/2150/96,2137/98 (GNSS Project)




Page 364 of 448


Gate Size: 3.66 X 6.1 Mtr


Rate Amount


Plates / flats kg 7103.00 44.00 312532.00Beams/Channels kg 2727.00 45.00 122715.00

2 Alloy steel componentsWheel axles / Pins kg 108.00 386.00 41688.00

3 Cast steel componentsWheels / Guide rollers kg 504.00 165.00 83160.00

4 Alluminium / Bronze alloy components

Bearings kg 12.00 870.00 10440.005 Bolt / Nut / Washer

GI bolts / nuts / washers kg 36.00 92.00 3312.00MS bolts / nuts / washers kg 6.00 79.00 474.00

6 Rubber sealsBottom seal ( flat uncladed ) Rm 3.72 730.00 2715.60Side seals ( bulb teflon claded ) Rm 12.30 1400.00 17220.00Top seal ( bulb teflon claded ) Rm 3.72 1400.00 5208.00Corner seals ( bulb teflon claded ) Nos 2.00 2800.00 5600.00

7 Oxygen gas cum 170.00 47.00 7990.008 Acetyline gas cum 56.00 368.00 20608.009 Welding electrodes Nos 3200.00 11.00 35200.0010 Welding electrodes ( LH ) Nos 800.00 18.00 14400.0011 Use rate welding holder set Hour 500.00 8.50 4250.0012 Use rate gas cutting torch set Hour 40.00 25.17 1006.6713 Sundries LS 60.00 22.00 1320.00


B. MACHINERY:

Rate Amount



Fuel / Energy charges Hour 85.00 4.50 382.503 Tower crane Hour 10.00 834.00 8340.00





Fuel / Energy charges Hour 30.00 44.80 1344.008 Bending machine Hour 10.00 40.20 402.00



C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 16 T Hour 30.00 637.70 19131.002 Crew for Tower crane Hour 10.00 225.70 2257.003 Crew for Drilling machine Hour 30.00 232.10 6963.004 Crew for Grinding machine Hour 10.00 232.10 2321.00




Page 365 of 448


5 Crew for Bending machine Hour 10.00 161.50 1615.006 Foreman Day 16.00 605.00 9680.007 Marker / Fabricator / Erector Day 50.00 625.00 31250.008 Gas cutter Day 8.00 555.00 4440.009 Welder ( General ) Day 52.00 555.00 28860.0010 Welder ( X - ray grade ) Day 14.00 595.00 8330.0011 Khalasi Day 170.00 545.00 92650.0012 Helper fabrication / erection Day 230.00 490.00 112700.0013 Electrician Day 4.00 590.00 2360.00






Total Rs: 1292955.77

13.615%Rs: 176035.93

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 422Unloading charges of fabricated parts Rs 99.00 per tonne 1980Total cost for 10.000 tonne Rs: 1471393.70

Rate per tonne Rs: 147139.40VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATED

IRR-GAW-2-7Design, fabrication, supply, erection, testing and commissioning of adequate capacity ropedrum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-

magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc.,with all accessories for operating river sluice / canal sluice service gate including cost ofall materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

DATA:RATE ANALYSIS UNIT : 6.243 tonne wt

A. MATERIALS: 25 t capacity

Rate Amount


Angles / beams / channels / bars kg 1487.00 45.00 66915.00Plates / flats kg 402.00 44.00 17688.00Chequered plate kg 290.00 58.00 16820.00

2 Cast steel components :Rope drums 2 Nos / Gears kg 1926.00 218.00 419868.00Pinions kg 79.00 204.00 16116.00Pulleys 3 Nos / Couplings 2 Nos kg 306.00 165.00 50490.00Plummer blocks / Hubs kg 72.00 165.00 11880.00


4 Bronze alloy components :



Page 366 of 448


Bronze bearings / bush kg 57.00 870.00 49590.00

5 Wire rope 28 mm dia 6/37 construction kg325.00 206.00 66950.00

6 MS Bolt / Nut / Washer kg 32.00 79.00 2528.007 Worm reducers No. 1.00 210600.00 210600.008 Electric motor 5 hp No. 1.00 31110.00 31110.009 Manual operating system No. 1.00 28875.00 28875.0010 Gate position indicator No. 1.00 214200.00 214200.0011 Ele-magnetic brake No. 1.00 33000.00 33000.00

12




B. MACHINERY:

Rate Amount









C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 10.00 211.60 2116.002 Crew for Tower crane Hour 2.00 225.70 451.403 Crew for Drilling machine Hour 2.00 232.10 464.204 Crew for Grinding machine Hour 2.00 232.10 464.205 Foreman Day 15.00 605.00 9075.006 Marker / Fabricator / Erector Day 19.00 625.00 11875.007 Gas cutter Day 4.00 555.00 2220.008 Welder ( General ) Day 8.00 555.00 4440.009 Khalasi Day 4.00 545.00 2180.0010 Helper fabrication / erection Day 44.00 490.00 21560.0011 Electrician Day 2.00 590.00 1180.00






Page 367 of 448




Total Rs: 1575930.39

13.615%Rs: 214562.92

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 263.454Unloading charges of fabricated parts Rs 99.00 per tonne 1236.114Total cost for 6.243 tonne wt Rs: 1791992.88


Rate per tonne wt Rs: 287040.30Rate per tonne capacity of hoist Rs: 71679.70

HOIST BRIDGE/ WITH TRESSELSIRR-GAW-2-8

Design, fabrication, supply, erection and commissioning of structural steel hoist bridge

consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing,ladder etc., with all accessories for supporting rope drum hoist for operating barragegates including cost of all materials, machinery, labour, welding, finishing, etc., completecomplete as per specifications and drawings with all leads and lifts

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)Drawing No. CE/CDO/VRSP/215,216/86-87 (Vengalaraya Sagar - Gomukhi Project)

Vent Size: 12 X 6.6 MtrDATA: RATE ANALYSIS UNIT : 10.500 tonne

A. MATERIALS:

Rate Amount

in Rs. in Rs.

1 Structural steel angles/ beams / channels kg1494.00 45.00 67230.00

Structural steel plates / flats kg 6564.00 44.00 288816.00Chequered plate kg 2442.00 58.00 141636.00

2 MS pipe 25 mm dia Rm 60.00 145.00 8700.003 Bolt / Nut / Washers kg 18.00 79.00 1422.004 Oxygen gas cum 105.00 47.00 4935.005 Acetyline gas cum 35.00 368.00 12880.006 Welding electrodes Nos 3150.00 11.00 34650.007 Use rate welding holder set Hour 394.00 8.50 3349.008 Use rate gas cutting torch set Hour 105.00 25.17 2642.509 Sundries LS 50.00 22.00 1100.00


B. MACHINERY:

Rate Amount





Fuel / Energy charges Hour 20.00 0.00 0.005 Drilling machine Hour 20.00 23.20 464.00





Page 368 of 448



7 Tower Crane Hour 20.00 834.00 16680.00Fuel / Energy charges Hour 20.00 232.80 4656.00

8 Sundries LS 50.00 22.00 1100.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane 30 T Hour 30.00 637.70 19131.002 Crew for Drilling machine Hour 20.00 232.10 4642.003 Crew for Grinding machine Hour 20.00 232.10 4642.004 Crew for Tower Crane Hour 20.00 225.70 4514.005 Foreman Day 10.00 605.00 6050.006 Marker / Fabricator / Erector Day 50.00 625.00 31250.007 Gas cutter Day 14.00 555.00 7770.008 Welder ( General ) Day 53.00 555.00 29415.009 Helper fabrication / erection Day 400.00 490.00 196000.0010 Electrician Day 6.00 590.00 3540.00






Total Rs: 1174670.20

13.615%Rs: 159931.35

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 443.1Unloading charges of fabricated parts Rs 99.00 per tonne 2079Total cost for 10.500 tonne Rs: 1337123.64


ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATESIRR-GAW-2-9

Design, fabrication, supply, erection, testing and commissioning of adequate capacity ropedrum hoist consisting of rope drum, pulleys, gear system, electri c motor,

electro-magnetic brake system, manual operation assembly, position indicator, control panel,wire rope etc., with all accessories for operating vertical lift roller gates for barrageincluding cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc., complete with all leads and lifts.

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 5.069 tonne wtA. MATERIALS: 50.00 t capacity

Rate Amount





Page 369 of 448



2 Cast steel components :Rope drums 2 Nos / Gears kg 1290.00 218.00 281220.00Pinions kg 98.00 204.00 19992.00Pulleys 3 Nos / Couplings 2 Nos kg 650.00 165.00 107250.00Plummer blocks / Hubs kg 250.00 165.00 41250.00

3 Alloy steel componentsShafts / Keys kg 350.00 228.00 79800.00Pins kg 96.00 386.00 37056.00



6 MS Bolt / Nut / Washer kg 26.00 79.00 2054.007 Worm reducers No. 1.00 210600.00 210600.008 Electric motor 12.5 hp No. 1.00 65790.00 65790.009 Manual operating system No. 1.00 28875.00 28875.0010 Gate position indicator No. 1.00 214200.00 214200.0011 Ele-magnetic brake No. 1.00 33000.00 33000.00

12




B. MACHINERY:

Rate Amount









C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 10.00 211.60 2116.002 Crew for Tower crane Hour 2.00 225.70 451.403 Crew for Drilling machine Hour 2.00 232.10 464.204 Crew for Grinding machine Hour 2.00 232.10 464.205 Foreman Day 13.00 605.00 7865.006 Marker / Fabricator / Erector Day 17.00 625.00 10625.007 Gas cutter Day 3.00 555.00 1665.008 Welder ( General ) Day 5.00 555.00 2775.00



Page 370 of 448


9 Khalasi Day 4.00 545.00 2180.0010 Helper fabrication / erection Day 36.00 490.00 17640.0011 Electrician Day 2.00 590.00 1180.00






Total Rs: 1535819.65

13.615%Rs: 209101.85

Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 21.10 per tonne 213.912Unloading charges of fabricated parts Rs 99.00 per tonne 1003.662Total cost for 5.069 tonne wt Rs: 1746139.07


Rate per tonne wt Rs: 344474.10Rate per tonne capacity of hoist Rs: 34922.80

SCREW GEAR HOISTS including plat form( UPTO 10 TON CAP)IRR-GAW-2-10

Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw geartype hoist consisting of supporting structure, platform, ladder etc., with all accessories for

operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 0.871 tonneA. MATERIALS: 3.00 t capacity

Rate Amount



2 Cast iron components :Hoist body / Lock nut / Main nut kg 55.00 218.00 11990.00

3 Alloy steel componentsHoist stem kg 75.00 228.00 17100.00

4 Bronze alloy components :Thrust bearings kg 4.00 870.00 3480.00

5 MS Bolt / Nut / Washer kg 8.00 79.00 632.006 Oxygen gas cum 18.00 47.00 846.007 Acetyline gas cum 6.00 368.00 2208.008 Welding electrodes Nos 7.00 11.00 77.009 Welding electrodes ( LH ) Nos 66.00 18.00 1188.0010 Grease kg 2.00 242.00 484.0011 Use rate welding holder set Hour 8.00 8.50 68.0012 Use rate gas cutting torch set Hour 11.00 25.17 276.83



Page 371 of 448


13 Sundries LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount






C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Drilling machine Hour 2.00 232.10 464.202 Crew for Grinding machine Hour 2.00 232.10 464.203 Foreman Day 4.00 605.00 2420.004 Marker / Fabricator / Erector Day 5.00 625.00 3125.005 Gas cutter Day 2.00 555.00 1110.006 Welder ( General ) Day 1.00 555.00 555.007 Helper fabrication / erection Day 9.00 490.00 4410.008 Electrician Day 0.50 590.00 295.00






Total Rs: 93465.96

13.615%Rs: 12725.39



Rate per tonne Rs: 122159.10Rate per tonne capacity Rs: 35466.90

MANUAL OPERATED ROPE DRUM HOISTSIRR-GAW-2-11

Design, fabrication, supply, erection, testing and commissioning of adequate capacitymanually operated rope drum hoist consisting of hoist platform, rope drum, gear system,

brake system, wire rope, ladder etc., with all accessories for operating canal regulatorradial gate including cost of all materials, machinery, labour, welding, finishing, cleaning, ., complete with all leads and lifts

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra




Page 372 of 448


as perscedule of rates under items in this chapter and add as applicable separately)

DATA: RATE ANALYSIS UNIT : 2.804 tonne A. MATERIALS: 10.00 t capacity

Rate Amount



2 Cast steel components :Rope drums 2 Nos / Gears kg 384.00 218.00 83712.00Pinions kg 14.00 204.00 2856.00Pulleys 6 Nos kg 108.00 165.00 17820.00Plummer blocks / Couplings kg 47.00 165.00 7755.00




6 MS Bolt / Nut / Washer kg 64.00 79.00 5056.007 Worm reducers No. 1.00 210600.00 210600.008 Manual operating system No. 1.00 28875.00 28875.009 Brake No. 1.00 33000.00 33000.0010 Wire rope sockets No 2.00 4990.00 9980.0011 Oxygen gas cum 75.00 47.00 3525.0012 Acetyline gas cum 25.00 368.00 9200.0013 Welding electrodes Nos 69.00 11.00 759.0014 Welding electrodes ( LH ) Nos 622.00 18.00 11196.0015 Grease kg 10.00 242.00 2420.0016 Use rate welding holder set Hour 73.00 8.50 620.5017 Use rate gas cutting torch set Hour 42.00 25.17 1057.0018 Sundries LS 25.00 22.00 550.00


B. MACHINERY:

Rate Amount









C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Mobile crane Hour 4.00 211.60 846.402 Crew for Drilling machine Hour 16.00 232.10 3713.603 Crew for Grinding machine Hour 8.00 232.10 1856.80

Unit Quantity



Sl No Description

Page 373 of 448


4 Foreman Day 14.00 605.00 8470.005 Marker / Fabricator / Erector Day 20.00 625.00 12500.006 Gas cutter Day 6.00 555.00 3330.007 Welder ( General ) Day 7.00 555.00 3885.008 Helper fabrication / erection Day 44.00 490.00 21560.009 Electrician Day 2.00 590.00 1180.00






Total Rs: 666854.28

13.615%Rs: 90792.21


10.000 t capacityRate per tonne Rs: 270442.20


Capacity of Hoist IRR-GAW-2-12New Item 2014-15-2

OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates)As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System

Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)


Rate Amount

in Rs. in Rs.1 Structural steel angles/ beams / channels kg 445.78 45.00 20060.102 Structural steel plates / flats kg 28.00 44.00 1232.003 Chequered plate kg 144.80 58.00 8398.40

Cast iron Components4 Hoist Body/lock nut/Main Nut etc. Kg 83.00 218.00 18094.00

Bronze Alloy Steel Components5 Thrust Bearings kg 3.00 870.00 2610.006 MS Bolt/Nut/ Washer kg 16.00 79.00 1264.007 Oxygen gas cum 21.00 47.00 987.008 Acetyline gas cum 7.00 368.00 2576.009 Welding electrodes Nos 200.00 11.00 2200.0010 Welding electrodes (LH) Nos 40.00 18.00 720.00

Unit Quantity


Sl No particulars

Page 374 of 448


11 Use rate welding holder set Hour 72.00 8.50 612.0012 Use rate gas cutting torch set Hour 36.00 25.17 906.0013 Sundries LS 20.00 22.00 440.00


B. MACHINERY:

Rate Amount





Fuel / Energy charges Hour 36.00 44.80 1612.805 Lathe machine (Screw Rod M/C) Hour 16.00 300.00 4800.006 Sundries LS 10.00 22.00 220.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Drilling machine Hour 8.00 232.10 1856.802 Crew for Grinding machine Hour 36.00 232.10 8355.603 Foreman Day 2.00 605.00 1210.004 Marker / Fabricator / Erector Day 10.00 625.00 6250.005 Gas cutter Day 4.00 555.00 2220.006 Welder ( General ) Day 4.00 555.00 2220.007 Mazdoors Day 6.00 465.00 2790.008 Helper fabrication / erection Day 6.00 490.00 2940.00




Total Rs: 102766.09

13.615%Rs: 13991.60



IRR-GAW-2-13New Item 2014-15-3OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System

Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings.




Sl No

Page 375 of 448


(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)Height of EM parts: 5.4 M Gate Size: 0.99 X 0.875 M


Rate Amount

in Rs. in Rs.1 Structural steel angles/ beams / channels kg 440.57 45.00 19825.652 Structural steel plates / flats kg 869.00 44.00 38236.003 Stainless Steel Flats kg 25.12 270.00 6782.404 Oxygen gas cum 12.00 47.00 564.005 Acetyline gas cum 4.00 368.00 1472.006 Welding electrodes Nos 210.00 11.00 2310.007 Welding electrodes (Stainless Steel) Nos 30.00 25.00 750.008 Use rate welding holder set Hour 62.00 8.50 527.009 Use rate gas cutting torch set Hour 32.00 25.17 805.3310 Sundries LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount







C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Drilling machine Hour 4.00 232.10 928.402 Crew for Grinding machine Hour 20.00 232.10 4642.003 Foreman Day 8.00 605.00 4840.004 Marker / Fabricator / Erector Day 6.00 625.00 3750.005 Gas cutter Day 2.00 555.00 1110.006 Welder ( General ) Day 4.00 555.00 2220.007 Mazdoors Day 4.00 465.00 1860.008 Helper fabrication / erection Day 8.00 490.00 3920.00




Total Rs: 103224.32




Page 376 of 448


13.615%Rs: 14053.99



IRR-GAW-2-14New Item 2014-15 -4OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta SystemFabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings

(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

Gate Size: 0.99 X 0.875 M


Rate Amount

in Rs. in Rs.1 Structural steel angles/ beams / channels kg 63.72 45.00 2867.402 Structural steel plates / flats kg 96.50 44.00 4246.003 GI Bolts/Nut/Washer kg 20.00 110.00 2200.00

Rubber Seals4 Bottom Seal Rm 0.82 730.00 598.605 Side Seal/ Top Seal Rm 1.75 1269.00 2220.756 Oxygen gas cum 15.00 47.00 705.007 Acetyline gas cum 5.00 368.00 1840.008 Welding electrodes Nos 110.00 11.00 1210.009 Use rate welding holder set Hour 30.00 8.50 255.0010 Use rate gas cutting torch set Hour 12.00 25.17 302.0011 Sundries LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount







C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Drilling machine Hour 2.00 232.10 464.202 Crew for Grinding machine Hour 4.00 232.10 928.403 Foreman Day 2.00 605.00 1210.004 Marker / Fabricator / Erector Day 3.00 625.00 1875.005 Gas cutter Day 1.00 555.00 555.006 Welder ( General ) Day 4.00 555.00 2220.00





Page 377 of 448


7 Mazdoors Day 4.00 465.00 1860.008 Helper fabrication / erection Day 6.00 490.00 2940.00




Total Rs: 31725.18

13.615%Rs: 4319.38



IRR-GAW-3 SAND BLASTING AND PAINTING AS PER IS:14177-1994IRR-GAW-3-1

Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.

DATA: RATE ANALYSIS UNIT : 100 sqmA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Sand (Screened) cum 30.00 760.00 22800.002 Use rate of air hose Hour 8.00 15.56 124.503 Use rate of sand blast gun nozzle Hour 8.00 3.63 29.004 Sundries( Rust inhibitive, seive etc ) LS 5.00 22.00 110.00

Total Rs: 23063.50

Add 10% towards scaffolding/laddor @ 0.1 2306.35


Rate Amount

in Rs. in Rs.1 Air compressor 7 cmm diesel Hour 8.00 235.60 1884.80

Fuel / Energy charges Hour 8.00 839.30 6714.402 Sand blasting equipment Hour 8.00 111.90 895.20


Total hire charges of Machinery 9494.40C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Air compressor Hour 8.00 258.30 2066.40

2 Crew for Sand blasting equipment Hour 8.00 269.10 2152.803 mazdoor Day 15.00 465.00 6975.00

Total cost of Labour 11194.20labour component/unit qty 111.90Add contractor's profit and overhead charges 13.615% 15.20





Page 378 of 448





Total Rs: 47440.20

13.615%Rs: 6458.98


Rate per sqm Rs: 539.00

IRR-GAW-3-2painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted

surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns)cost of all materials, labour, scaffolding etc., complete with all leads and

all lifts(Upstream surface of gates portion may be painted with solventless coaltar epoxy brown paint instead of solventless coaltar black. The rate for coaltar epoxy brown shall be adopted in data for Upstream side painting)


Rate Amount

in Rs. in Rs.1 inorganic zinc silicate ltr 12.00 480.00 57602 Thinner @ 10% ltr 1.20 77.00 92.43 Solventless Coal tar epoxy paint ltr 40.00 206.00 82404 Thinner @ 10% ltr 4.00 77.00 3085 Sundries ( brushes,ladders,platforms etc ) 3.00 22.00 66


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Hire Charges of Airless Spray Gun Hr 6.00 121.60 729.60

2Hire Charges of Air Compressor-7 Cmm (diesel) Hr 6.00 235.60 1413.60

3 Fuel Charges of Air Compressor Hr 6.00 839.30 5035.80


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew Charges of Air Compressor Day 6.00 258.30 1549.802 Painter Class-I Day 20.00 595.00 11900.003 Helper Day 20.00 465.00 9300.00







Page 379 of 448



Total Rs: 44395.20D. Add for excise duty 0 Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 44395.20E. Add for transportation upto work site @ 0.03 Rs: 1331.86

Total Rs: 45727.06

13.615%Rs: 6225.74

Total cost for 100.00 sqm Rs: 51952.79Rate per sqm Rs: 519.50

IRR-GAW-3-3 painting of Lifting beams,cat walks and other similar structures-painting hoist machinery,

on sand blasted surfaces with two coats of zinc phosphate primer (airless spray preferred) 40microns/coat and twocoats of alkyd based micaccous iron oxide paint , 65 microns/coatcost of all materials, labour, scaffolding etc., complete with all leads and

all lifts


Rate Amount

in Rs. in Rs.1 zinc phosphate primer ltr 28.00 179.00 50122 Thinner@10% ltr 2.80 77.00 215.6

3 alkyd based micaccous iron oxide paintltr

20.00 151.00 30204 Thinner@10% ltr 2.00 77.00 154

5 Sundries ( brushes,ladders,platforms etc ) 3.00 22.00 66


B. MACHINERY:

Rate Amount


2

Hire Charges of Air Compressor-7 Cmm (diesel) Hr

6.00 235.60 1413.603 Fuel Charges of Air Compressor Hr 6.00 839.30 5035.80

Total cost of machinery RS: 7179.00

C. LABOUR:

Rate Amount









Page 380 of 448


Total Rs: 34089.29

13.615%Rs: 4641.26


Rate per sqm Rs: 387.30IRR-GAW-3-4

HOISTS:STRUCTURAL COMPONENTS--painting structurals on sand blasted surfaces withtwo coats of zinc phosphate primer (airless spray preferred) 40microns/coatand one coat 65+/-5 of alkyd based micaccous iron oxide paint followed by two coats of synthetic enamel paint 25 microns/coat cost of all materials, labour, scaffolding etc., complete with all leads and all lifts


Rate Amount

in Rs. in Rs.1 zinc phosphate primer ltr 28.00 179.00 50122 Thinner@10% ltr 2.80 77.00 215.63 alkyd based micaccous iron oxide paint ltr 15.00 151.00 22654 Thinner@10% ltr 1.50 77.00 115.55 synthetic enamel paint ltr 17.00 210.00 35706 Thinner@10% ltr 1.70 77.00 130.97 Sundries ( brushes,ladders,platforms etc ) 3.00 22.00 66


B. MACHINERY:

Rate Amount


2Hire Charges of Air Compressor-7 Cmm (diesel)

Hr 6.00 235.60 1413.60

3 Fuel Charges of Air Compressor Hr 6.00 839.30 5035.80Total cost of Machinery Rs: 7179.00

C. LABOUR:

Rate Amount





Total Rs: 42542.91

13.615%Rs: 5792.22


Rate per sqm Rs: 483.40IRR-GAW-3-5

HOISTS:machineryCOMPONENTS--painting hoist machinery, on sand blasted surfaces with






Page 381 of 448


one coats of zinc phosphate primer (airless spray preferred) 50microns/coatand three coats of aluminium paint or synthetic enamel , 25 microns/coatcost of all materials, labour, scaffolding etc., complete with all leads and all lifts


Rate Amount

in Rs. in Rs.1 zinc phosphate primer ltr 14.00 179.00 25062 Thinner@10% ltr 1.40 77.00 107.8

3

aluminium paint or synthetic enamel per coat ltr

26.00 210.00 54604 Thinner@10% ltr 2.60 77.00 200.2

5 Sundries ( brushes,ladders,platforms etc ) 3.00 22.00 66


B. MACHINERY:

Rate Amount


2




C. LABOUR:

Rate Amount





Total Rs: 39416.86

13.615%Rs: 5366.61


Rate per sqm Rs: 447.80

IRR-GAW-4 PAINTING WITHOUT SAND BLASTINGIRR-GAW-4-1

E.M Parts OF ALL TYPES OF GATES

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and

Removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts





Page 382 of 448


(in respect of Heavily rusted (30 to 40% rusted) surfaces)

DATA: RATE ANALYSIS UNIT : 100.000 Sq.mA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Rust cleaner / inhibitor ltr 13 142 1846.002 Protective Mastic ltr 25 415 10375.003 Thinner@10% ltr 2.5 77.00 192.504 Solventless Coal tar epoxy paint ltr 40.00 206.00 8240.005 Thinner@10% ltr 4 77.00 308.006 Wire brush Nos 2 38.00 76.007 Sundries LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount


2



Total cost of Machinery 7179.00

C. LABOUR:

Rate Amount





Total Rs: 52563.27

13.615%Rs: 7156.49


Rate per sq.meter Rs: 597.20

HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc,IRR-GAW-4-3

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with two coats of Zinc chromite red oxide primer ,followed by finishing coats 3 coats with synthetic enamel paint with material, labour,and all accessories

with all leads and lifts where surface cleaning by sand blasting is not feasible and based on specific recommendations of designers, it is to adopt surface preperation done manually by hand and power tool after cleaning by chemical treatment to remove grease, rust, scaling etc., and to form phasphate coating to prevent further rusting, before applying primer painting.

DATA: RATE ANALYSIS UNIT : 100.000 Sq.m A. MATERIALS:





Page 383 of 448


Rate Amount

in Rs. in Rs.1 Rust cleaner / inhibitor ltr 13 142 1846.002 Zinc Chromite Red Oxide Primer ltr 28 164 4592.003 Thinner@10% ltr 2.8 77.00 215.604 Synthetic enamel Paint ltr 17.00 210.00 3570.005 Thinner@10% ltr 1.7 77.00 130.906 Wire brush Nos 2 38.00 76.007 Sundries LS 3.00 22.00 66.00

Total cost of Materials 10496.50

B. MACHINERY:

Rate Amount


2



Total cost of Machinery 7179.00

C. LABOUR

Rate Amount


Total cost of Labour 22749.80labour component/unit qty 227.50Add contractor's profit and overhead charges 13.615% 31.00labour component/unit qty (including contractor's profit) 258.50

ABSTRACT:A. Cost of Materials Rs. 10496.50B. Hire charges of Machinery Rs. 7179.00C. Cost of Labour Rs. 22749.80


Total Rs: 41638.06

13.615% Rs: 5669.02Total cost for 100.00 sqm Rs: 47307.08

Rate per sq.meter 473.10

WALK WAYS( CAT WALKS), LIFTING BEAMS,etc,IRR-GAW-4-4

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaning,applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 40 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy with material, labour and all accessories with all leads and lifts

DATA: RATE ANALYSIS UNIT : 100.000 Sq.mA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Rust cleaner / inhibitor ltr 13.00 142.00 1846.002 Zinc rich epoxy primer ltr 14.00 612.00 8568.003 Thinner@10% ltr 1.40 77.00 107.804 Solvetnless Coal tar epoxy paint ltr 40.00 206.00 8240.005 Thinner@10% ltr 4.00 77.00 308.006 Wire brush Nos 2.00 38.00 76.00






Page 384 of 448


7 Sundries LS 3.00 22.00 66.00


B. MACHINERY:

Rate Amount


2




C. LABOUR:

Rate Amount





Total Rs: 42972.22

13.615% Rs: 5850.67Total cost for 100.00 sqm Rs: 48822.89

Rate per sq.meter Rs: 488.20




Page 385 of 448

Preliminary Maintanance Works - Item Unit Rates 2020-21

Index- codeIRR-PMW PRELIMINARY & MAINTENANCE WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead ChargesSeigniorage Charges:

1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.2. The appropriate Seigniorage Charges for relevant materials are to be added to the Unit rate of work item while

preparing the estimate. (i.e., to the data itself)



2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate,the additional lead as follows:Additional lead charges for Cement, Steel, sand, coarse aggregate, stones and stone chips shall be worked out forTotal lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. Noloading and unloading charges shall be allowed for any item.In case of Cement and Steel, Loading and unloading charges are already added in the work item while arriving the unit rate and hence should not be added againExample:Total lead for sand from approved sand quarry : 15 Km

Initial lead included in the basic rate in the SR : 1 KmAdditional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cumRs. 35.30 (-)



4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are to be added as follows:Additional lead charges for Earth, Murrum etc., shall be worked out for total lead involved and 1 km lead charges included in basic rate shall be deducted from total lead charges. No loading and unloading charges shall be allowed for any item. (same as above)Example:Total lead for earth from approved borrow area : 15 Km

Initial lead included in the basic rate in the SR : 1 KmAdditional lead charges : Lead charges for 5 km Rs. 94.10

Lead charges for next 10 km Rs. 141Total lead charges for 15 km /cum Rs. 235.10Less 1 km initial lead charges /cumRs. 35.30 (-)


5. The initial lead up to 50 m as mentioned in some standard data items is meant for manual lead within the working area. For conveyance of materials, the lead required from quarry/Borrow area/ Dump Area to worksite shall be added to the data without deducting the 50 m initial lead charges

PMW - Work ItemsIRR-PMW-1 JUNGLE CLEARANCE :IRR-PMW-1-1

Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same

as directed etc., complete.

CHAPTER-VIPRELIMINARY AND MAINTENANCE WORKS - Standard Data

(STORED WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)For the Year:2020-21

Page 386 of 448



Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL - 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 0.50 615.00 307.502 mazdoor Day 3.00 465.00 1395.00



Total Rs: 1702.50

13.615% Rs: 231.80Total cost for 1000.00 sqm Rs: 1934.30Rate per sqm (A+B+C+D)/1000.0 Rs. 1.90

IRR-PMW-1-2Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount



ABSTRACT:A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 0.00








Page 387 of 448



Total Rs: 2632.50D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 358.41Total cost for 1000.00 sqm Rs: 2990.91Rate per Sqm (A+B+C+D)/1000.0 Rs. 3.00

IRR-PMW-1-3Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girthincluding excavation, stacking the materials neatly and levelling the surface etc., complete with initial lead upto 50 m and all lifts.

DATA:RATE ANALYSIS UNIT : 18 Nos.

A. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1083.75D. Add for contractor's profit and overheads on (A+B+C) 13.615% Rs: 147.5525625Total cost for 18.00 Nos. Rs: 1231.30 Rate per Each (A+B+C+D)/18.0 Rs. 68.40

IRR-PMW-1-4Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 1.50 m and upto 3.0 m including excavation, stacking the materials neatly and levelling the area etc.,

complete with initial lead upto 50 m and all lifts.DATA:

RATE ANALYSIS UNIT : 8 Nos.A. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

Sl No

Sl No Description

Description

Unit Quantity

Unit Quantity




Unit Quantityparticulars

Sl No

Page 388 of 448





Total Rs: 1083.75

13.615% Rs: 147.55Total cost for 8.00 Nos. Rs: 1231.30Rate per Each (A+B+C+D)/8.0 Rs. 153.90

IRR-PMW-1-5Removing stumps, tree roots, roots of bamboo cluster etc., with girth above 3.0 m and upto 5.0 m including excavation, stacking the materials neatly and levelling the area etc., complete with initial lead upto 50 m and all lifts.

RATE ANALYSIS UNIT : 5 Nos.A. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 2167.50


IRR-PMW-1-6Additional rate for every 0.5 m increase in girth of tree stump / stumps of bamboo cluster

beyond 5 m.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00

Description

Sl No

Unit Quantity


Sl No






Page 389 of 448



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 542.18


IRR-PMW-1-7Cutting and stacking bamboos excluding removing stumps and roots etc., complete with

initial lead upto 50 m and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 2632.50









Page 390 of 448


IRR-PMW-1-8Cutting and removing jauliflora bushes upto 1.5 m girth excluding removal of stumps andincluding burning or disposing off the materials as directed with initial lead upto 50 m and all

lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1702.50

13.615% Rs: 231.80Total cost for 100.00 Nos Rs: 1934.30

IRR-PMW-1-9Rate per Each (A+B+C+D)/100.0 Rs. 19.30

Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth excluding

removal of stumps and including burning or disposing off the materials as directed DATA: with initial lead upto 50 m and all lifts.DATA:

RATE ANALYSIS UNIT : 50 NosA. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount


Total cost of Labour Rs: 1702.50labour component/unit qty 34.10








Page 391 of 448




Total Rs: 1702.50

13.615% Rs: 231.80Total cost for 50.00 Nos Rs: 1934.30Rate per Each (A+B+C+D)/50.0 Rs. 38.70

IRR-PMW-1-10Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps and includingstacking the materials neatly as directed with initial lead upto 50 m and all lifts.


Rate Amount

in Rs. in Rs.1 Use rate of ropes etc LS 0.25 158.00 39.50


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1588.25




Rate Amount



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00

Sl No

Sl No Description

Unit Quantity



particulars

Unit Quantity


Sl No Description


Unit Quantity

Page 392 of 448



C. LABOUR:

Rate Amount




Total Rs: 1588.25




Rate Amount



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1588.25



DATA: RATE ANALYSIS UNIT : 1 No.A. MATERIALS:



Sl No





Page 393 of 448


Rate Amount



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1588.25

13.615% Rs: 216.24Total cost for 1.00 No. Rs: 1804.49Rate per Each (A+B+C+D)/1.0 Rs. 1804.50



Rate Amount



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount











Page 394 of 448


Total Rs: 2557.75

13.615% Rs:348.24

Total cost for 1.00 Nos. Rs: 2905.99Rate per Each (A+B+C+D)/1.0 Rs. 2906.00

IRR-PMW-1-15Additional rate for cutting tree for every 0.5 m increase in girth of tree beyond 3 m.

DATA: RATE ANALYSIS UNIT : 1 NoA. MATERIALS:

Rate Amount



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 898.95

13.615% Rs: 122.39Total cost for 1.00 No Rs: 1021.34Rate per Each (A+B+C+D)/1.0 Rs. 1021.30

IRR-PMW-1-16Cutting and burning or disposing off Apu / Jondu from marshy areas as directed withinitial lead upto 50 m and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.00


Sl No





Unit Quantity


particulars


Page 395 of 448





Total Rs: 6195.00

13.615% Rs: 843.45Total cost for 1000.00 sqm Rs: 7038.45Rate per Sqm (A+B+C+D)/1000.0 Rs. 7.00

IRR-PMW-2 PRELIMINARY WORKS :IRR-PMW-2-1

Earthwork excavation for trial pits / borrow pits and other investigation works in all kinds ofsoil including boulders upto 30 cm dia and disposing off excavated soil as directed with lead

upto 10 m and lift upto 3 m.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 3097.50

13.615% Rs: 421.72Total cost for 10.00 cum Rs: 3519.22Rate per Cumcum (A+B+C+D)/100.0 Rs. 351.90

IRR-PMW-2-2Earthwork excavation for trial pits / borrow pits and other investigation works in softrock including disposing off the excavated rock as directed with lead upto 10 m and lift

upto 3 m.DATA: RATE ANALYSIS UNIT : 10 cum

A. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00



Sl No Description

Sl No


Unit Quantity



Page 396 of 448



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 0.50 615.00 307.502 Crowbarman Day 1.00 490.00 490.003 mazdoor Day 7.50 465.00 3487.50



Total Rs: 4285.00

13.615% Rs: 583.40Total cost for 10.00 cum Rs: 4868.40Rate per Cum (A+B+C+D)/10.0 Rs. 486.80

IRR-PMW-2-3Conducting geophysical investigation studies by electrical resistivity method in

stages of 5m for sub-surface details such as depth of formations, shear zones, classification of strata, depth of water table etc., including cost of all materials, equipments, labour, analysing and reporting the details of field studies conducted etc., complete excluding cost of transportation arrangements.

DATA: RATE ANALYSIS UNIT : 20 StagesA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Sundries ( misc. consumables ) 5.00 22.00 110.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Electric resistivity meter Hour 8.00 100.70 805.60

Battery / charging cost etc @ 20% 161.12Total hire charges of Machinery Rs: 966.72

C. LABOUR:

Rate Amount

in Rs. in Rs.1 Geophysist / Geologist Day 2.00 1120.00 2240.002 Graduate Engineer Day 1.00 1120.00 1120.003 Lab Assistant Day 1.00 615.00 615.004 mazdoor Day 4.00 465.00 1860.00


ABSTRACT:



Unit Quantity




Sl No Description

Page 397 of 448



Total Rs: 6911.72

13.615% Rs: 941.03Total cost for 20.00 Stages Rs: 7852.75Rate per Stage (A+B+C+D)/20.0 Rs. 392.60

IRR-PMW-2-4Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined

upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, watercharges, reaming, collection of wash samples at suitable intervals, logging and lebelling,supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) etc.,complete for depth upto 30 m from surface.Note: 1. For drilling through over-burden beyond 30 m from surface increase the basic rate per Rm by 10 percent.

Data: RATE ANALYSIS UNIT : 3.00 RmA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Use rate of casing shoe bit Rm 3.00 109.22 327.672 Use rate of reamer shell Rm 3.00 28.33 85.003 Use rate of extension rod set 16.5 m Rm 3.00 1.83 5.484 Use rate of honne core box Rm 3.00 289.85 869.55


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Core drilling machine Hour 1.00 320.90 320.90

Fuel / Energy charges Hour 1.00 279.80 279.802 5 hp pump ( diesel ) 2 Nos. Hour 2.00 8.30 16.60

Fuel / Energy charges Hour 2.00 93.30 186.603 Sundries ( samplers etc ) LS 2.00 22.00 44.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Core drilling machine Hour 1.00 338.50 338.502 Crew for Pump Hour 2.00 136.00 272.003 mazdoor Day 2.00 465.00 930.00



Total Rs: 3676.10

13.615% Rs: 500.50Total cost for 3.00 Rm Rs: 4176.60Rate per Rm (A+B+C+D)/3.0 Rs. 1392.20

IRR-PMW-2-5Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined

upto 10 degree to vertical as directed including cost of all materials, machinery, labour, watercharges, collection of core samples, logging and lebelling, supplying honne wood core boxand redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.






Page 398 of 448



Rate Amount

in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 810.00 2430.002 Use rate of reamer shell Rm 3.00 85.00 255.003 Use rate of double tube core barrel Rm 3.00 218.75 656.254 Use rate of extension rod set 16.5 m Rm 3.00 24.37 73.105 Use rate of honne core box Rm 3.00 652.16 1956.49


B. MACHINERY:

Rate Amount





C. LABOUR:

Rate Amount




Total Rs: 17726.03


NOTE: 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent.2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic rate per Rm by 40 percent.

IRR-PMW-2-5-ANew Item 2014-15-5Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /

inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from

surface for Primary and Secondary Holes


Rate Amount

in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 1149.48 3448.442 Use rate of reamer shell Rm 3.00 51.00 153.004 Use rate of extension rod set 16.5 m Rm 3.00 14.62 43.86







Page 399 of 448


B. MACHINERY:

Rate Amount





C. LABOUR:

Rate Amount




Total Rs: 11019.33

13.615% Rs: 1500.28Total cost for 3.00 Rm Rs: 12519.61Rate per RmRm (A+B+C+D)/3.0 Rs. 4173.20

NOTE: 1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m upto 60 m from surface increase the basic rate per Rm by 25 percent.2. For drilling in all types of rocks (other than hard rock) including masonry/CC m from surface increase the basic beyond 60 m upto 90 rate per Rm by 40 percent.

IRR-PMW-2-5-BNew Item 2014-15-6Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /

inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface

for Test Holes

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:

Rate Amount



B. MACHINERY:

Rate Amount









Page 400 of 448


3 Sundries LS 2.99 22.00 65.78Total hire charges of Machinery Rs: 3905.21

C. LABOUR:

Rate Amount




Total Rs: 13371.70



IRR-PMW-2-6Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical / inclined

upto 10 degree to vertical as directed including cost of all materials, machinery, labour, watercharges,collection of core samples,logging, lebelling, supplying honne wood core box and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.


Rate Amount



B. MACHINERY:

Rate Amount





C. LABOUR:

Rate Amount




Sl No Description

Sl No

Unit Quantity




Page 401 of 448




Total Rs: 17305.03


NOTE: 1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic rate for drilling upto 30 m from surface by 25 percent per Rm.2. For drilling in hard rock beyond 60 m upto 90 m from surface increase the basic rate for drilling upto 30 m from surface by 40 percent per Rm.

IRR-PMW-2-6-ANew Item 2014-15-7Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /

inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m

Data: RATE ANALYSIS UNIT : 3.00 Rm

A. MATERIALS:

Rate Amount

in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 950.33 2850.992 Use rate of reamer shell Rm 3.00 51.00 153.004 Use rate of extension rod set 16.5 m Rm 3.00 14.62 43.86


B. MACHINERY:

Rate Amount





C. LABOUR:

Rate Amount




Total Rs: 10421.88

13.615% Rs: 1418.94Total cost for 3.00 Rm Rs: 11840.82






Page 402 of 448




IRR-PMW-2-7Providing and fixing 20 x 20 x 75 cm size roughly dressed boundary / demarcation /chainage / arrow stones including cost of all materials, labour, engraving marks, fixing inposition, murum filling etc., complete with lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 18 Nos.A. MATERIALS:

Rate Amount

in Rs. in Rs.1 Rough stone 20x20x75 cm Each 18.00 35.00 630.002 Murrum cum 1.00 225.00 225.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Stone chiseller Cl- I Day 1.00 550.00 550.003 mazdoor Day 3.00 465.00 1395.00



Total Rs: 3415.00

13.615% Rs:464.95

Total cost for 18.00 Nos. Rs: 3879.95Rate per Eacheach (A+B+C+D)/18.0 Rs. 215.60

IRR-PMW-2-8Providing and fixing 20 x 20 x 75 cm size temporary bench mark stone in CC 1 : 4 : 8using 40 mm down size graded coarse aggregate including cost of all materials, labour,dressing top surface, engraving BM data etc.,complete with lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 10 Nos.A. MATERIALS:

Rate Amount

in Rs. in Rs.1 Rough stone 20x20x75 cm Each 10.00 35.00 350.002 Cement for CC & top finishing kg 91.00 5.50 500.503 Coarse aggregate 40-20 mm cum 0.25 890.00 222.50







Page 403 of 448


Coarse aggregate 10-4.75 mm cum 0.10 760.00 76.004 Sand (Un-Screened ) cum 0.25 570.00 142.50


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Stone chiseller Cl- I Day 3.00 550.00 1650.003 mazdoor Day 4.00 465.00 1860.00



Total Rs: 5565.00

13.615% Rs: 757.67Total cost for 10.00 Nos. Rs: 6322.67Rate pereach (A+B+C+D)/10.0 Rs. 632.30NOTE: For providing 30 cm thick compacted murum bed in B.C soil area including

additional excavation for thickness of murum bedding add per Each Rs: 4.00IRR-PMW-2-9

Providing and fixing 20 x 20 x 75 cm size permanent bench mark stone in CC 1 :3 : 6block of size 90 x 90 x 120 cm using 40 mm down size graded coarse aggregate and providing

35 cm thick 30 cm high UCR masonry in CM 1 : 5 proportion protective wall alround the BMstone, including cost of all materials, labour, dressing top surface of stone, engraving BM dataon top surface, excavation, finishing, curing etc., complete with lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 1 No.A. MATERIALS:

Rate Amount

in Rs. in Rs.1 Rough stone 20x20x75 cm Each 1.00 35.00 35.002 Cement kg 262.00 5.50 1441.003 Coarse aggregate 40-20 mm cum 0.50 890.00 445.00


4 Rubble stone at quarry cum 0.25 370.00 92.505 Stone chips at quarry cum 0.04 485.00 19.406 Sand (Un-Screened ) cum 0.60 570.00 342.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:






Page 404 of 448


Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Stone chiseller Cl- I Day 0.50 550.00 275.003 Mason Cl- II Day 1.00 490.00 490.004 mazdoor Day 5.00 465.00 2325.00



Total Rs: 6528.90

13.615% Rs:888.91

Total cost for 1.00 No. Rs: 7417.81Rate pereach (A+B+C+D)/1.0 Rs. 7417.80

IRR-PMW-3 MAINTENANCE WORKS :IRR-PMW-3-1

Removing dry stone rock-toe / rivetment and filter layers below rock-toe/ rivetment including stacking all materials separately as directed with initial lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 105 cumA. MATERIALS:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Mason Cl- II Day 6.00 490.00 2940.003 mazdoor Day 48.00 465.00 22320.00



Total Rs: 25875.00


IRR-PMW-3-2Re-constructing 60 cm thick hand packed rough stone revetment with through



Sl No


Unit Quantity


Sl No particulars


Page 405 of 448


stones at 1.5 m c / c over a backing of 45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of all machinery, labour, laying filter and stones to specified slopes, wedging with chips, finishing etc. complete with initial


Data: RATE ANALYSIS UNIT : 100 sqmA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Sand (Un-Screened ) ( from quarry) cum 15.30 570.00 8721.002 Coarse aggregate 10 mm (available) cum 15.30 0.00 0.003 Coarse aggr. 40-20 mm ( available) cum 15.30 0.00 0.004 Stone chips ( available ) cum 9.00 0.00 0.005 Rough stones ( available ) cum 57.60 0.00 0.006 Through stones ( available ) Nos 44.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 27131.00


IRR-PMW-3-3Re-constructing dry rubble rock-toe and filter media for rock-toe consisting of

sand 20 mm and 80 mm size graded aggregates satisfying filter criteria laid in layers of 15 cm thick each using sand from approved quarry and stones and filter aggregates obtained fromrock-toe removed for re-construction including cost of all machinery, labour, laying filter andstones to specified slopes, wedging with chips, finishing etc. complete with initial lead upto50 m and all lifts.


Rate Amount

in Rs. in Rs.1 Rubble ( available ) cum 58.20 0.00 0.002 Stone chips ( available ) cum 8.70 0.00 0.003 80-20 mm filter ( available ) cum 19.40 0.00 0.004 20 mm down filter ( available ) cum 12.10 0.00 0.00






Page 406 of 448


5 Sand (Un-Screened) ( fresh from quarry ) cum 9.80 570.00 5586.00Total cost of Materials Rs: 5586.00

B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 31951.00

13.615% Rs:4350.13

Total cost for 100.00 cum Rs: 36301.13Rate per Cum (A+B+C+D)/100.0 Rs. 363.00

IRR-PMW-3-4Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC / Other types of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with



Rate Amount

in Rs. in Rs.1 Cement 43 Gr kg 101.00 5.50 555.502 Sand (Screened ) cum 0.21 760.00 159.60


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Mason Class I Day 4.00 520.00 2080.003 mazdoor Day 6.00 465.00 2790.004 Cartman with Double Bullock cart for water Day 1.00 545.00 545.00








Page 407 of 448




Total Rs: 6745.10

13.615% Rs: 918.35Total cost for 100.00 sqm Rs: 7663.45Rate persqm (A+B+C+D)/100.0 Rs. 76.60

IRR-PMW-3-5Removing and resetting disturbed dry rubble / khandki stone pitching 25 to 45 cm thick including packing, wedging, finishing etc., complete with all leads and lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total cost of Materials Rs: 0.00

B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 work inspector Day 1.00 615.00 615.002 Mason Class II Day 6.00 490.00 2940.003 mazdoor Day 6.00 465.00 2790.00



Total Rs: 6345.00


IRR-PMW-3-6Removing and refixing disturbed chainage / demarcation / hectometre / guard stonesincluding excavation, back filling etc., complete with all leads and lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount








Page 408 of 448


in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1545.00


IRR-PMW-3-7Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including

excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x7.5 cm including watering, ramming etc complete with all leads and lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 1545.00

13.615% Rs:210.35








Page 409 of 448


Total cost for 8.00 Nos. Rs: 1755.35Rate per each (A+B+C+D)/18.0 Rs. 219.40

IRR-PMW-3-8Providing impervious hearting for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before compaction including

cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or

by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Angle dozer Hour 5.00 1662.70 8313.50

Fuel / Energy charges Hour 5.00 717.60 3588.002 Shovel 0.50 cum capacity Hour 8.00 964.30 7714.40

Fuel / Energy charges Hour 8.00 559.50 4476.003 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 471.60 15091.20

Fuel / Energy charges Hour 32.00 352.50 11280.004 Pump 5 hp ( diesel ) Hour 2.00 8.30 16.60


Fuel / Energy charges Hour 4.00 352.50 1410.006 Vibratory pad foot roller 8 tonne Hour 6.00 1325.00 7950.00



C. LABOUR:

Rate Amount

in Rs. in Rs.1 Crew for Dozer Hour 4.00 283.40 1133.602 Crew for Shovel Hour 8.00 283.40 2267.203 Crew for Tipper Hour 32.00 211.60 6771.204 Crew for Pump Hour 3.00 136.00 408.005 Crew for Water tanker Hour 5.00 211.60 1058.006 Crew for Roller Hour 6.00 324.50 1947.007 work inspector Day 2.00 615.00 1230.008 mazdoor Day 4.00 465.00 1860.00



Total Rs: 85690.30


IRR-PMW-3-9





Page 410 of 448


Providing pervious/semi-pervious casing for breached / damaged portion of embankment with soil from approved borrow areas in layers of 10 to 15 cm before

compaction including cost of all materials, machinery, labour, all operations such as collection of soil, sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Angle dozer 90 hp Hour 3.50 1662.70 5819.45








C. LABOUR:

Rate Amount




Total Rs: 66520.65

13.615% Rs: 9056.79Total cost for 325.00 cum Rs: 75577.44Rate percum (A+B+C+D)/325.0 Rs. 232.50

IRR-PMW-3-10Providing impervious hearting for breached / damaged portion of embankment with soil from approved dump areas in layers of 10 to 15 cm before compaction including cost





Page 411 of 448


of all materials, machinery, labour, all operations such as collection of soil,sorting out, spreading soil to specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by rolling or by using

mechanical tampers etc., complete with initial lead upto 1 km and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Angle dozer Hour 4.00 1662.70 6650.80








C. LABOUR:

Rate Amount




Total Rs: 99891.60


IRR-PMW-3-11Providing pervious /semi-pervious casing for breached /damaged portion of embankmentwith soil from approved dump areas in layers of 10 to 15 cm before compaction including

cost of all materials, machinery, labour, all operations such as collection of soil, sorting out,spreading soil to specified thickness, breaking clods, sectioning, watering, compacting eachlayer to density control of not less than 98 percent or as stipulated by rolling or by using





Page 412 of 448


mechanical tampers etc., complete with initial lead upto 1 km and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 Angle dozer 90 hp Hour 3.00 1662.70 4988.10








C. LABOUR:

Rate Amount




Total Rs: 81999.20


IRR-PMW-3-12Repairing rain cuts / resectioning canal slopes to required lines and grades as directed using available soil including dressing, clod breaking, packing, tamping etc., complete with

all leads and lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00






Page 413 of 448



B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 4335.00

13.615% Rs: 590.21Total cost for 1000.00 sqm Rs: 4925.21Rate per Sqmsqm (A+B+C+D)/1000.0 Rs. 4.90

IRR-PMW-3-13Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushingincluding chiselling and removing leached lime deposit and disposing off all the waste materialout side adits in specified location etc., complete with all leads and lifts.

DATA: RATE ANALYSIS UNIT : 100 RmA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Wire brush Each 5.00 38.00 190.002 Coir brush Each 10.00 46.00 460.003 Sundries ( brooms, gloves etc ) LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 Chiseller Cl II Day 2.00 490.00 980.002 mazdoor Day 6.00 465.00 2790.00









Page 414 of 448


Total Rs: 4464.00

13.615% Rs:607.77

Total cost for 100.00 Rm Rs: 5071.77Rate per Rm (A+B+C+D)/100.0 Rs. 50.70

IRR-PMW-3-14Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing / brushing and washing to remove all surface coatings etc., complete .

DATA: RATE ANALYSIS UNIT : 100 RmA. MATERIALS:

Rate Amount

in Rs. in Rs.1 Oxalic acid ltr 5.00 85.00 425.002 Wire brush Each 5.00 38.00 190.003 Coir brush Each 10.00 46.00 460.004 Sundries ( brooms, gloves etc ) LS 2.00 22.00 44.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount

in Rs. in Rs.1 mazdoor Day 6.00 465.00 2790.00



Total Rs: 3909.00


IRR-PMW-3-20Excavation and removal of silt and silt mixed with sand from canal bed in dry conditionincluding disposing off the same in spoil bank or on the canal embankment in layers asdirected etc., complete with initial lead upto 50 m and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00









Page 415 of 448


C. LABOUR:

Rate Amount




Total Rs: 1860.00

13.615% Rs: 253.24Total cost for 10.00 cum Rs: 2113.24Rate percum (A+B+C+D)/10.0 Rs. 211.30

IRR-PMW-3-21Excavation and removal of silt or silt mixed with sand in slussy condition from canal bedincluding disposing off the same in spoil bank or on the canal embankment in layers asdirected etc., complete with initial lead upto 50 m and all lifts.


Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


B. MACHINERY:

Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00


C. LABOUR:

Rate Amount




Total Rs: 2790.00

13.615% Rs:379.86

Total cost for 12.00 cum Rs: 3169.86Rate percum (A+B+C+D)/12.0 Rs. 264.20

IRR-PMW-3-22 New Item5 - 2010-11 (For Minor Works)

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm Before compaction including cost of all materials, machinery, labour, all operations such as excavation,

sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning,etc.,complete with initial lead upto 1 km and all lifts.







Page 416 of 448


RATE ANALYSIS Unit: 807.00 cumA. MATERIALS:

Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00


Rate Amount

in Rs. in Rs1 Angle dozer 90 hp Hour 2.70 1662.70 4489.29




Rate Amount

in Rs. in Rs1 Crew for Dozer Hour 2.70 283.40 765.182 Crew for Shovel Hour 8.00 283.40 2267.203 Crew for Tipper Hour 40.00 211.60 8464.004 work inspector Day 1.00 615.00 615.005 mazdoor Day 2.00 465.00 930.00


Rs: 0.00

Rs: 60589.21

Rs: 13041.38

Rs: 73630.59

13.615% Rs. 10024.8

807.00 cum Rs: 83655.39


IRR-PMW-3-23 New Item:6 - 2010-11 (For Minor Works)

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as watering,

compacting to density control of not less than 95 percent or as stipulated using 8T roller etc., complete with initial lead upto 1 km and all lifts.


Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00


Rate Amount

in Rs. in Rs1 Angle dozer 90 hp Hour 2.70 1662.70 4489.29




RATE ANALYSIS

Total cost for

B. MACHINERY:

C. LABOUR:

ABSTRACT:A. Cost of Materials


B. Hire charges of MachineryC. Cost of LabourTotalD.Add for contractor's profit and overheads on (A+B+C)





B. MACHINERY:

Page 417 of 448




Rate Amount

in Rs. in Rs1 Crew for Dozer Hour 2.70 283.40 765.182 Crew for Pump Hour 4.00 102.00 408.003 Crew for Water tanker Hour 8.00 211.60 1692.804 Crew for Roller Hour 6.40 324.50 2076.805 work inspector Day 1.00 615.00 615.006 mazdoor Day 2.00 465.00 930.00





Total Rs: 35550.11




IRR-PMW-3-24 New Item 7 - 2010-11

Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm Before compaction including cost of all materials, machinery, labour, all operations such as compacting to

density control of not less than 90 percent or as stipulated using 2T roller etc., complete with initial lead upto 1 km and all lifts.

RATE ANALYSIS UNIT : 807.00 cumA. MATERIALS:

Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00


Rate Amount

in Rs. in Rs1 Tractor with 2T Roller Hour 10.00 345.00 3450.002 Sundries LS 2.00 22.00 44.00


Rate Amount

in Rs. in Rs1 work inspector Day 0.50 615.00 307.502 mazdoor Day 2.00 465.00 930.00


ABSTRACT:




B. MACHINERY:

C. LABOUR:

Sl No Description


C. LABOUR:

ABSTRACT:


Unit Quantity


Page 418 of 448


Total Rs: 4731.50

13.615% Rs. 644.193725



IRR-PMW-3-25 Weed Removal by Manual Means(New Item 2012-13-3)IRR-PMW-3-25(a)

Removal of Water Hyacinth up to 30 cm thickRATE ANALYSIS

Unit : 2000 SqmA. MATERIALS

Rate Amount

in Rs. in Rs1 NIL 0 0 0


B. MACHINERY

Rate Amount



C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 3.5 615.00 2152.52 Mazdoor Day 28 465.00 13020


ABSTRACT:A.COST OF MATERIALS Rs. 0.00B.COST OF MACHINERY Rs. 0.00C.COST OF LABOUR Rs. 15172.50

Total 15172.50D. Add for Contractor's Profit and overheads 13.615% 2065.74Total Cost for removal weed in the extent of 2000 Sqm 17238.24Rate per Sqm (A+B+C+D)/2000 8.6

IRR-PMW-3-25(b)Removal of Water Hyacinth beyond 30 cm thick

RATE ANALYSIS


Rate Amount



B. MACHINERY

Rate Amount



C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 5 615.00 30752 Mazdoor Day 38 465.00 17670


Sl. No.


D.Add for contractor's profit and overheads on (A+B+C)

Sl. No.


Sl. No.


Sl. No.


Sl. No.


Sl. No.


Page 419 of 448




IRR-PMW-3-25(c)Clearing Alchi Tilla

RATE ANALYSIS Unit : 2000 SqmA. MATERIALS

Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00


B. MACHINERY

Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00


C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 3.00 615.00 1845.002 Mazdoor Day 26.00 465.00 12090.00




IRR-PMW-3-25(d)Removal of Jammu


Rate Amount



B. MACHINERY

Rate Amount



C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 2.5 615.00 1537.52 Mazdoor Day 22 465.00 10230


Sl. No.

Sl. No.



Sl. No.


Sl. No.


Sl. No.


Sl. No.


Page 420 of 448




IRR-PMW-3-25(e)Removal of Imponea, Cornea

RATE ANALYSIS


Rate Amount

in Rs. in Rs1 NIL 0 0 0.00


B. MACHINERY

Rate Amount

in Rs. in Rs1 NIL 0 0 0.00


C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 3 615.00 1845.002 Mazdoor Day 26 465.00 12090.00




IRR-PMW-3-25(f)Removal of Natchu, goobi, thooti, etc.


Rate Amount



B. MACHINERY

Rate Amount



C. LABOUR

Rate Amount

in Rs. in Rs1 Work Inspector Day 1.2 615.00 7382 Mazdoor Day 8 465.00 3720

Sl. No.


Sl. No.


Sl. No.


Sl. No.


Sl. No.


Sl. No.


Page 421 of 448





PAINTING OF SLUICES FOR MAINTENANCE WORKS

IRR-PMW-3-26New Item 2014-15-8Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing dust. After cleaniong, applying primary coat with one coat of Zinc rich epoxy primer to a thickness of 100 microns, followed by finishing coats 2 coats with

Coal tar epoxy with material, labour, and all accessories with all leads and lifts.

Data: Rate Analysis Unit: 100 SqmA. Materials

Rate Amount

in Rs. in Rs1 Rust Cleaner/ Inhibitor ltr 13.00 142.00 1846.002 Zinc rich epoxy primer ltr 14.00 612.00 8568.003 Thinner@10% ltr 1.40 77.00 107.804 Coal Tar epoxy paint ltr 40.00 211.00 8440.005 Thinner@10% ltr 4.00 77.00 308.006 Wire Brush ltr 2.00 38.00 76.00

7 Sundries (brushes, Ladders, platforms) LS 3.00 22.00 66.00

Total Cost of Materials Rs: 19411.80

B. Machinery

Rate Amount

in Rs. in RsNIL 0 0.00 0.00 0.00Total Cost of Machinery Rs: 0.00

C. Labour

Rate Amount

in Rs. in Rs1 Painter Class-II Day 20.00 490.00 9800.002 Helper Day 20.00 465.00 9300.00

Total cost of Labour Rs: 19100.00Labour Component/ Unit Qty. 191Add Contractor's Profit and and Overhead Charges @ 13.615% 26.00Labour Component/ Unit Qty (including contractor' profit) 217.00

ABSTRACT:A. Cost of Materials: 19411.80B. Hire Charges of Machinery 0.00C. Cost of Labour 19100.00

Total 38511.80D. Add for Excise Duty on 75% cost excluding cost of materials) 0% 0.00

Total 38511.80E. Add for transportation Charges upto worksite @ 3% 1155.35

Total 39667.15F. Add for Contractor's Profit and Overhead Charges @ 14% 13.615% 5400.68

Sl. No.


Sl. No.


Sl. No.


Page 422 of 448


Total Cost per 100 Sqm 45067.84Rate per Sqm (A+B+C+D+E+F)/ 100 450.70

Page 423 of 448

Com-Lead Lift Charges 2020-21

LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS

COM-LDLFT

1 For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be adopted irrespective of mode ofconveyance.

2 For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of mode of conveyance.3 The rates for loading at quarry including idle hire charges of trucks and hire charges per for each kilometer and upto 5 km

are cumulative and inclusive of total charges for preceding lead.4 Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume and not for

compacted or in-situ volume.5 The rates for lift charges,lead charges, hire charges are cumulative and inclusive of rates for preceding lift, lead and hire

charges6 Lift charges are not payable where conveyance of materials is by mechanical means to final placing point.7 Loading and unloading charges are not payable for conveyance by head load.8 Loading charges are not payable for conveyance by mechanical means for disposal of excavated materials beyond initial lead

of 50 m wherever specified.9 Loading and unloading charges are not payable for conveyance by mechanical means for disposal of excavated materials

beyond initial lead of 1 km wherever specified.10 The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut stone are

inclusive of stacking.11 Hire charges are per 1KM for tippers and trucks for tranport of materials from work site to dump yard and other places are

cumulative& includes previous km upto 5 kms12 The lead & lift charges are inclusive of contractor's profit and overhead charges of 13.615%

Chapter VII

LEAD/LIFT/LOADING & UNLOADING CHARGES

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)FOR THE YEAR : 2020-21

Page 424 of 448


COM-LDLFT-1FOR THE YEAR: 2020-21A. (Lead) Conveyance Charges for materials by head load

Sl No.

Total distance ( Total lead includes initial lead )

1 2

1Total lead upto 50 m (covered

by item rate)

2 Total lead upto 100 m3 Total lead upto 150 m

Notes: 1. No loading or unloading charges are admissible for conveyance by head load. 2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be adopted irrespective of mode of conveyance. 3. The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges

COM-LDLFT-2B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks excluding loading, unloading and idle hire charges of machinery.

FOR THE YEAR: 2020-21( No loading and unloading charges allowed for machinery loading and unloading )

Sl No.

Distance

(Lea

d)

char

ges

for

truck

s an

d

tippers

fo

r Ear

th /

San

d /G

rave

l /

Murr

um

/ Li

me/

Surk

i/ p

er

cu.m

ete

r

(Lea

d)

char

ges

for

truck

s an

d

tippers

for

Rubble

/Siz

e

ston

es/

Cut

Ston

es/

Coa

rse

aggr

egat

e per

cu.m

ete

r

(Lea

d)

char

ges

for

truck

s an

d

tippers

fo

r C

emen

t/ S

teel

/ R

CC

pol

es/

AC

& G

I sh

eet

s/

Pac

ked

mat

eri

als/

ton

ne

(Lea

d)

char

ges

for

truck

s an

d

tippers

per

cu.m

ete

r f

or P

CC

sl

abs/

Shah

abad

sla

bs/

CC

&

Late

rite

blo

cks/

Woo

d/

cum

(Lea

d)

char

ges

for

per

cu

.mete

r f

or w

ater

/ 1000

litr

es

(Lea

d)

char

ges

for

truck

s p

er

1000 N

os.

of B

rick

s

1 2 3 4 5 6 7 8

Cement / Reinforce-ment steel Str steel Rs / tonne

4

Initial Lead

44.0088.10

Initial Lead

96.10192.10

Earth / Sand /Gravel / Murrum/ Lime/ Surki/ Size stone / Cut

stone Rubble / Coarse aggregate Rs/ Cum

3

Initial Lead

75.50150.90

PCC slab/ Shahbad slab / CC block/ BS slab/ Late-rite / Wood

Rs / cum

5

Page 425 of 448


1 Lead upto 1 km 35.30 33.80 21.10 49.80 20.90 56.402 Lead upto 2 km 49.40 47.40 29.60 69.70 29.30 79.003 Lead upto 3 km 65.90 65.90 41.20 96.90 39.00 105.304 Lead upto 4 km 80.00 80.00 50.00 117.70 47.40 127.805 Lead upto 5 km 94.10 94.10 58.80 138.40 55.80 150.40

6 for Every km beyond 5 km

upto 30 km 14.10 14.10 8.80 20.80 8.40 22.607 for Every km beyond 30 km 11.80 11.80 7.40 17.30 7.00 18.80

COM-LDLFT-3C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)

Sl No.

Description of item

Earth / Sand /Gravel Murrum/

Surki/Rs / cum

Cement in Rs/tonne

Steel in Rs./tonne

Brick work Rs/1000 No

1 2 3 5 6 71 Loading 25.00 82.60 99.00 68.802 Unloading 12.50 82.60 99.00 68.80

COM-LDLFT-4D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

Sl No.

Description of item

Earth / Sand /Gravel Murrum/

Surki/Rs / cum

Cement in Rs/ tonne

Steel in Rs./ tonne

Brick work Rs/1000 No

1 2 3 5 6 71 Loading 127.60 195.40 211.80 254.902 Unloading 46.60 195.40 211.80 254.90

Note: The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges



Rubble / size stone / cut stone / Coarse aggregate, Lime in

Rs/cum

4152.6076.30

50.1025.05

Rubble/ size stone/ cut stone/ Coarse aggregate,Lime in

Rs/cum

4

Page 426 of 448


COM-LDLFT-5E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)

Sl No.

Description of item

1 21 Loading2 Unloading

COM-LDLFT-6F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Sl No.

Total lift(Total lift includes initial lift)

1 2

1Total lift upto 3 m (covered by

item rate)

2 For Every 1.00 Lift beyondinitial lift of 3 meters


3

Initial lift

Earth / Sand /Gravel Murrum/ Lime/ Surki/ Size stone / Cut

stone Rubble / Coarse aggregateRs / cum

8.80

Cement / Reinforcement steel/ Str steel

Rs / tonne

4

Initial lift

6.40

Rubble/ size stone/ cut stone/ Coarse aggregate,Lime in Rs/cum

4110.9017.80

PCC slab/ Shahbad slab / CC block/ BS slab / Laterite / Wood

Rs / cum

5

Initial lift

11.70

Earth / Sand /GravelMurrum/ / Surki/

Rs / cum

358.8017.80

Page 427 of 448

COM-Lead Lift Charges-2020-21

LEAD / LIFT / LOADING & UNLOADING CHARGES - DATA RATES


A . DATA FOR LEAD CHARGES BY HEAD LOAD :

For the purpose of working out conveyance charges by head load the category of materials as

classified in ( I ) above are grouped together as under :CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone

/ Size stone / Cut stone

In this group materials which are comparatively lighter and generally conveyed by head

load by light / heavy mazdoor are included. Method of conveyance, approximate weight

per load and time required to cover specified additional distance will be generally same.

Therefore common data is considered for conveyance by head load for materials under this category.

CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections

In this group the materials in packed / rolled / fabricated condition which are heavier per load

compared to the materials under Category above and which can not be split into small quantities

for the purpose of conveyance are included. The unit of measurement for these materials is per tonne

CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab /Wood

In this group the materials in moulded condition / cut to standard size

which are heavier per load compared to materials under Category above are included.

COM-DTL-LDLFT-1A. (Lead) Conveyance Charges for materials by head load

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone

/ Size stone / Cut stone

Lead: Upto 50 m :

This is initial lead and cost is covered under item basic rate.

Lead: Upto 100 m :

Average distance to be covered beyond initial lead of 50 m 25 m

Average speed of conveyance by head load 60 m / minute

Round trip cycle time for 25 m considering 50 min/ hr working

( 2 x 25 x 60 / 50 / 60 ) 1 min

No. of trips per day for additional lead ( 8 x 60 / 1 ) 480

Quantity of material by head load per load 0.015 cum

Quantity of material by head load per day ( 480 x 0.015 ) say 7 cum

Deploy one mazdoor for every 50 m additional lead beyond initial lead.

Labour Unit: 7.00 cum

Sl No.

Description Unit QuantityRatein Rs.

Amount in Rs.

1 Mazdoor Day 1 465 465.00

Total Rs: 465.00

Contractor's profit and overhead charges 13.615% 63.31

7 cum Rs: 528.31

Rate per cum 528.31/7 Rs: 75.50

Lead: Upto 150 m :

Average distance to be covered beyond initial of 50 m : 50 m

Deploy two mazdoors for conveyance beyond initial lead.

I. GENERAL DATA FOR LEAD / LIFT / LOADING & UNLOADING:

DETAILED DATA

Category for

Page 428 of 448


Labour Unit: 7.00 cum

Sl No.


Amount in Rs.

1 Mazdoor Day 2 465 930.00

Total Rs: 930.00


7 cum Rs: 1056.62

Rate per cum 1056.62/7 Rs: 150.90

CATEGORY : Cement in bag / Reinforcement steel / Structural steel sections

Lead: Upto 50 m :


Lead: Upto 100 m :




( 2 x 25 x 60 / 50 / 30 ) 2 min

No. of trips per day for lead upto 100 m ( 8 x 60 / 2 ) 240

Quantity of material by head load per load 50 kg

Quantity of material by head load per day ( 240 x 50 / 1000 ) 12 tonne


Labour Unit: 12.00 tonne

Sl No.

Description Unit Quantity Rate in Rs.Amount in

Rs.

1Cement /steel handling mazdoor

Day 1.00 465.00 465.00

Total Rs: 465.00


12.00 tonne Rs: 528.31

Rate per tonne 528.31/12 Rs: 44.00

Lead: Upto 150 m :



Unit: 12.00 tonne

Sl No.


Rs.

1Cement /steel handling Mazdoor

Day 2.00 465.00 930.00

Total Rs: 930.00


12.00 tonne Rs: 1056.62


CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

Lead: Upto 50 m :


Lead: Upto 100 m :




Category for

Category for

Category for

Page 429 of 448


( 2 x 25 x 60 / 50 / 40 ) 1.5 min

No. of trips per day for lead upto 100 m ( 8 x 60 / 1.5 ) 320

Quantity of material by head load per load 0.017 cum

Quantity of material by head load per day ( 320 x 0.017 ) say 5.5 cum


Unit: 5.50 cum

Sl No.


Rs.

1 Mazdoor Day 1.00 465.00 465.00Total Rs: 465.00


5.50 cum Rs: 528.31

Rate per cum 528.31/5.5 Rs: 96.10

Lead: Upto 150 m :



Unit: 5.50 cum

Sl No.


Rs.



5.50 cum Rs: 1056.62

Rate per cum 1056.62/5.5 Rs: 192.10

COM-DTL-LDLFT-2B.( Lead) Conveyance charges for machinery per kilometer for transporting materials

by tippers and trucks excluding loading, unloading and idle hire charges of machinery.

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki /

For total lead upto 1 km Unit: 5.00 cum

Sl No.


Rs.

1 Tipper hire charges Hour 0.15 471.60 70.74

Fuel charges Hour 0.15 352.50 52.88

2 Crew charges Hour 0.15 211.60 31.74

Total Rs: 155.36


5.00 cum Rs: 176.51

Rate per cum 176.51/5 Rs: 35.30

For total lead more than 1 km upto 2 km Unit: 5.00 cum

Sl No.


Rs.




Total Rs: 217.51


5.00 cum Rs: 247.12

Rate per cum 247.12/5 Rs: 49.40

Category for

Category for

Category for

Category for

Page 430 of 448



Sl No.

Description Unit Quantity Rate in Rs.Amountin Rs.




Total Rs: 290.00


5.00 cum Rs: 329.48

Rate per cum 329.48/5 Rs: 65.90


Sl No.


Amountin Rs.




Total Rs: 352.13


5.00 cum Rs: 400.07

Rate per cum 400.07/5 Rs: 80.00


Sl No.


Amountin Rs.




Total Rs: 414.28


5.00 cum Rs: 470.68

Rate per cum 470.68/5 Rs: 94.10

For lead beyond 5 km upto 30 km for every km Unit: 5.00 cum

Sl No.


Amountin Rs.




Total Rs: 62.15


5.00 cum Rs: 70.61

Rate per cum 70.61/5 Rs: 14.10

For lead beyond 30 km for every km Unit: 5.00 cum

Sl No.


Amountin Rs.




Total Rs: 51.79


5.00 cum Rs: 58.84

Category for

Category for

Category for

Category for

Category for

Page 431 of 448



CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone


Sl No.


Amountin Rs.

1 Truck hire charges Hour 0.15 428.60 64.29



Total Rs: 148.91


5.00 cum Rs: 169.18

Rate per cum 169.18/5 Rs: 33.80


Sl No.


Amountin Rs.




Total Rs: 208.48


5.00 cum Rs: 236.86

Rate per cum 236.86/5 Rs: 47.40


Sl No.


Amountin Rs.




Total Rs: 290.00


5.00 cum Rs: 329.48

Rate per cum 329.48/5 Rs: 65.90


Sl No.


Amountin Rs.




Total Rs: 352.13


5.00 cum Rs: 400.07

Rate per cum 400.07/5 Rs: 80.00


Sl No.


Amountin Rs.




Category for

Category for

Category for

Category for

Page 432 of 448


Total Rs: 414.28


5.00 cum Rs: 470.68

Rate per cum 470.68/5 Rs: 94.10


Sl No.


Amountin Rs.




Total Rs: 62.15


5.00 cum Rs: 70.61



Sl No.


Amountin Rs.




Total Rs: 51.79


5.00 cum Rs: 58.84


CATEGORY : Cement/ Steel/ Pipes/ RCC poles/ AC & GI sheets/ Packed materials

For total lead upto 1 km Unit: 8.00 tonne

Sl No.


Amountin Rs.




Total Rs: 148.91


8.00 tonne Rs: 169.18


For total lead more than 1 km upto 2 km Unit: 8.00 tonne

Sl No.


Amountin Rs.




Total Rs: 208.48


8.00 tonne Rs: 236.86



Sl No.


Amountin Rs.

Category for

Category for

Category for

Category for

Category for

Page 433 of 448





Total Rs: 290.00


8.00 tonne Rs: 329.48



Sl No.


Amountin Rs.




Total Rs: 352.13


8.00 tonne Rs: 400.07



Sl No.


Amountin Rs.




Total Rs: 414.28


8.00 tonne Rs: 470.68


For lead beyond 5 km upto 30 km for every km Unit: 8.00 tonne

Sl No.


Amountin Rs.




Total Rs: 62.15


8.00 tonne Rs: 70.61


For lead beyond 30 km for every km Unit: 8.00 tonne

Sl No.


Amountin Rs.




Total Rs: 51.79


8.00 tonne Rs: 58.84


CATEGORY : PCC slabs/ Shahabad slabs/ BS slabs/ CC & Laterite blocks/ Wood

Category for

Category for

Category for

Category for

Category for

Page 434 of 448



Sl No.


Amountin Rs.




Total Rs: 148.91


3.40 cum Rs: 169.18

Rate per cum 169.18/3.4 Rs: 49.80


Sl No.


Amountin Rs.




Total Rs: 208.48


3.40 cum Rs: 236.86

Rate per cum 236.86/3.4 Rs: 69.70


Sl No.


Amountin Rs.




Total Rs: 290.00


3.40 cum Rs: 329.48

Rate per cum 329.48/3.4 Rs: 96.90


Sl No.


Amountin Rs.




Total Rs: 352.13


3.40 cum Rs: 400.07

Rate per cum 400.07/3.4 Rs: 117.70


Sl No.


Amountin Rs.




Total Rs: 414.28


3.40 cum Rs: 470.68

Category for

Category for

Category for

Category for

Category for

Page 435 of 448


Rate per cum 470.68/3.4 Rs: 138.40


Sl No.


Amountin Rs.




Total Rs: 62.15


3.40 cum Rs: 70.61

Rate per cum 70.61/3.4 Rs: 20.80


Sl No.


Amountin Rs.




Total Rs: 51.79


3.40 cum Rs: 58.84

Rate per cum 58.84/3.4 Rs: 17.30

CATEGORY : WATER

For total lead upto 1 km Unit: 8000.00 litres

Sl No.


Amountin Rs.

1 Water tanker hire charges Hour 0.15 417.80 62.67



Total Rs: 147.29


8000.00 litres Rs: 167.34

Rate per litres 167.34/8000 Rs: 20.90

For total lead more than 1 km upto 2 km Unit: 8000.00 litres

Sl No.


Amountin Rs.




Total Rs: 206.21


8000.00 litres Rs: 234.29



Sl No.


Amountin Rs.




Category for

Category for

Category for

Category for

Page 436 of 448


Total Rs: 274.93


8000.00 litres Rs: 312.36



Sl No.


Amountin Rs.




Total Rs: 333.84


8000.00 litres Rs: 379.29



Sl No.


Amountin Rs.




Total Rs: 392.76


8000.00 litres Rs: 446.23


For lead beyond 5 km upto 30 km for every km Unit: 8000.00 litres

Sl No.


Amountin Rs.




Total Rs: 58.92


8000.00 litres Rs: 66.94


For lead beyond 30 km for every km Unit: 8000.00 litres

Sl No.


Amountin Rs.




Total Rs: 49.10


8000.00 litres Rs: 55.78


CATEGORY : Bricks (as adopted by R&B(Buildings))

For total lead upto 1 km Unit: 3000.00 bricks

Sl No.


Amountin Rs.

Category for

Category for

Category for

Category for

Category for

Page 437 of 448


1 Truck 10 T charges Hour 0.15 428.60 64.29



Total Rs: 148.91


3000.00 bricks Rs: 169.18

Rate per bricks 169.18/3000 Rs: 56.40

For total lead more than 1 km upto 2 km Unit: 3000.00 bricks

Sl No.


Amountin Rs.




Total Rs: 208.48


3000.00 bricks Rs: 236.86



Sl No.


Amountin Rs.




Total Rs: 277.96


3000.00 bricks Rs: 315.80



Sl No.


Amountin Rs.




Total Rs: 337.51


3000.00 bricks Rs: 383.46



Sl No.


Amountin Rs.




Total Rs: 397.08


3000.00 bricks Rs: 451.14


For lead beyond 5 km upto 30 km for every km Unit: 3000.00 bricks

Category for

Category for

Category for

Category for

Category for

Page 438 of 448


Sl No.


Amountin Rs.




Total Rs: 59.57


3000.00 bricks Rs: 67.68


For lead beyond 30 km for every km Unit: 3000.00 bricks

Sl No.


Amountin Rs.




Total Rs: 49.64


3000.00 bricks Rs: 56.40

Rate per 1000 bricks 56.4/3 Rs: 18.80

COM-DTL-LDLFT-3C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks

are not added)

MORD -data

1) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building

Rubbish, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means

including a lead upto 30 m Labour Unit 5.5 cum

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.02 490.00 9.80

2 Mazdoor day 0.5 465.00 232.50Total Rs. 242.30

contractor's profit and overhead charges 13.615% 32.99

Rate per cum Rs: 50.10

b) Unloading 50% of the loading charges i.e., 25.05

2) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a

lead upto 30 ma). Loading Unit 5.5 cum

Rate Amount

in Rs. in Rs.


2 Mazdoor day 0.25 465.00 116.25Total Rs. 121.15


Rate per cum Rs: 25.00


3) Loading of Bricks by manual means including a lead upto 30 ma). Loading Unit 1000 No.s


QuantitySl

No.Description Unit

Category for

Category for

Sl No.

Page 439 of 448


Rate Amount

in Rs. in Rs.


Mazdoor day 0.25 465.00 116.25Total 121.15


Rate per No.s Rs: 68.80


4) Loading of Cement by manual means including a lead upto 30 m

a). Loading Unit 10 Tonnes

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.06 490.00 29.40



10.00 Tonnes Rs: 825.87

Rate per Tonnes 825.87/10 Rs: 82.60


5) Loading of Structural Steel, Steel Bars by manual means including a lead up to 30 ma). Loading Unit 10 Tonnes

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.07 490.00 34.30



10.00 Tonnes Rs: 989.93



6) Loading of Bricks - 1000 Nos (Regular sizes - 225x140x70 mm) by manual means

including a lead upto 30 ma). Loading Unit 2000 Tonnes

Rate Amount

in Rs. in Rs.




2000.00 Tonnes Rs: 137.64



COM-DTL-LDLFT-4D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )


Rubbish, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual

Sl No.


Category for

Category for

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Page 440 of 448


means including a lead upto 30 ma). Loading Unit 5.5 cum

Rate Amount

in Rs. in Rs.


Mazdoor day 0.5 465.00 232.50

2 Mechinary

Truck 10 T Hour 0.5 992.70 496.35Total 738.65


5.50 cum Rs: 839.22

Rate per cum 839.22/5.5 Rs: 152.60


2) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead

upto 30 ma). Loading Unit 5.5 cum

Rate Amount

in Rs. in Rs.


Mazdoor day 0.25 465.00 116.25

2 Mechinary

Truck 10 T Hour 0.5 992.70 496.35Total Rs. 617.50


5.50 cum Rs: 701.57

Rate per cum 701.57/5.5 Rs: 127.60

b).Un- Loading Unit 5.5 cum

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.005 490.00 2.45

Mazdoor day 0.125 465.00 58.13

2 Mechinary

Truck 10 T Hour 0.166 992.70 164.79Total Rs. 225.37


5.50 cum Rs: 256.05

Rate per cum 256.05/5.5 Rs: 46.60

3) Loading of Bricks by manual means including a lead upto 30 ma). Loading Unit 2000 No.s

Rate Amount

in Rs. in Rs.


Mazdoor day 0.25 465.00 116.25

2 Mechinary

Truck 10 T Hour 0.33 992.70 327.59Cost for 2000 Nos. Rs. 448.74


2000.00 No.s Rs: 509.84Category for

Category for

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Category for


Category for

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Page 441 of 448


Rate per No.s 509.84/2000 Rs: 254.90


4) Loading of Cement by manual means including a lead upto 30 m

a). Loading Unit 10 Tonne

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.06 490.00 29.40

Mazdoor day 1.5 465.00 697.50

2 Mechinary

Truck 10 T Hour 1 992.70 992.70Total Rs. 1719.60


10.00 Tonne Rs: 1953.72

Rate per Tonne 1953.72/10 Rs: 195.40


5) Loading of Structural Steel, Steel Bars by manual meansincluding a lead upto 30 m

a). Loading Unit 10 Tonne

Rate Amount

in Rs. in Rs.

1 Head Mazdoor day 0.07 490.00 34.30

Mazdoor day 1.8 465.00 837.00

2 Mechinary

Truck 10 T Hour 1 992.70 992.70Total Rs. 1864.00


10.00 Tonne Rs: 2117.78

Rate per Tonne 2117.78/10 Rs: 211.80


COM-DTL-LDLFT-5-AE. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges

of trucks)


Rubbish, Crushed Slag, Stone for Masonry work by mechanical means including

a lead upto 30 m. Placing tipper at loading point, loading with front end loader

excluding time for haulage and return trip.Data: i) Positioning of tipper at loading point Min 1.00

ii) Loading by front end loader 1 cum bucket capacity Min 7.33

@ 45 / 25 cum per hour

iii) Manoevouring, reversing, dumping and turning Min -

for return

iv) Waiting time, unforeseen contingencies, etc. Min 2.00

Total Min 10.33

a). Loading Unit 5.5 Cum

Rate Amount

in Rs. in Rs.

2 Mechinary

Tipper 10 t capacity. Hour 0.17 1035.70 178.31

Sl No.


Category for

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Category for

Page 442 of 448


Front end-loader 1 cum bucket capacity @ 45 cum

Hour 0.12 2933.20 358.34

Total Rs. 536.65


5.50 Cum Rs: 609.71

Rate per Cum 609.71/5.5 Rs: 110.90

b) Unloading see below. COM-LDLFT-5-B

COM-DTL-LDLFT-5-B

2) Loading of Earth, sand, Moorum, Manure, Flyash, by mechanical means including

a lead upto 30 m Placing tipper at loading point, loading with front end loader

excluding time for haulage and return trip. Placing tipper at loading point, loading

with front end loader excluding time for haulage and return trip.

Data Time required for

i) Positioning of tipper at loading point Min 1.00ii) Loading by front end loader 1 cum bucket capacity Min 3.30@ 45 / 25 cum per hour

iii) Waiting time, unforeseen contingencies, etc. Min 2.00Total Min 6.30

a). Loading Unit 5.5 Cum

Rate Amount

in Rs. in Rs.

2 Mechinary

Tipper 10 t capacity. Hour 0.105 1035.7 108.75

Front end-loader 1 cum bucket capacity @ 45 cum

Hour 0.06 2933.2 175.99

Total Rs. 284.74


5.50 Cum Rs: 323.51

Rate per Cum 323.51/5.5 Rs: 58.80

2) Unloading of Earth, sand, Moorum, Manure, Flyash, lime, Aggregate, Stone

boulder, Brick aggregate, Kankar, Building rubbish, Manure, Crushed Slag, Flyash,

Stone for Masonry work by Mechaniccal means including a lead upto 30 m

Data Time required for

i) Positioning of tipper at loading point Min 1.00ii) Loading by front end loader 1 cum bucket capacity Min 2.00@ 45 / 25 cum per hour

iii) Waiting time, unforeseen contingencies, etc. Min 2.00Total Min 5.00b).Un-Loading Unit 5.5 Cum

Rate Amount

in Rs. in Rs.

2 Mechinary

Tipper 10 t capacity. Hour 0.083 1035.70 86.00Total Rs. 86.00


5.50 Cum Rs: 97.71

Rate per Cum 97.71/5.5 Rs: 17.80

Sl No.


Category for

Category for

Sl No.


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Page 443 of 448


COM-DTL-LDLFT-6 F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

FOR CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate /

Rubble stone / Size stone / Cut stone

Lift : Upto 3.00 m

This is the initial lift and forms integral part of the activities in the basic rate of work item.

Lift charges are admissible only lifting effort beyond initial lift specified in the work item.

Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT

Data For additional lift of 1m beyond initial lift of 3 m

one meter lift is taken equivalent to 6 meters lead

average speed of conveyance by head load 60 m/minute

Round trip cycle time for 1.00 m considering 50 min/ hr working

1 x6x 60 / 50 / 60 ) 0.12 min

No. of trips per day for lift 1.0 m above 3 m ( 8 x 60 / 0..12) 4000

Quantity of material by head load 0.015 cum

Quantity of material by head load per day ( 4000x 0.015 ) 60 cum

Deploy 1 mazdoor for every additional lift of 1.0 m beyond initial lift.

Lift : Upto 3.00 m for materials under this Category Unit: 60 cum

Unit 60.00 cum

Sl No.


Amountin Rs.



60.00 cum Rs: 528.31

Rate per cum 528.31/60 Rs: 8.80

FOR CATEGORY: Cement bag / Reinforcement steel / Structural steel sections

Lift : Upto 3.00 m



Lift : ADDITIONAL LIFT CHARGES FOR each 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m




1 x6x 60 / 50 / 25 ) 0.29 min

No. of trips per day foradditional lift 1.0 m above 3 m ( 8 x 60 / 0.29)1655

Quantity of material by head load 50 kgs

Quantity of material by head load per day ( 1655x50x 0.015 ) 83 tons

Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor

Lift : Upto 3.00 m for materials under this Category Unit: 83 TONS

Unit 83.00 Tonne

Category for

Page 444 of 448


Sl No.


Amountin Rs.



83.00 Tonne Rs: 528.31

Rate per Tonne 528.31/83 Rs: 6.40

FOR CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

Lift : Upto 3.00 m



Lift : ADDITIONAL LIFT CHARGES FOR EACH 1 METER LIFT BEYOND 3 M INITIAL LIFT

For additional lift of 1m beyond initial lift of 3 m




1 x6x 60 / 50 / 40 ) 0.18 min

No. of trips per day for lift 1.0 m ( 8 x 60 / 0.18 ) 2667

Quantity of material by head load 0.017 cum

Quantity of material by head load per day ( 1667x 0.018 ) 45 cum

Deploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoor

Lift : Upto 3.00 m for materials under Category Unit: 45 cum

Sl No.


Amountin Rs.



45.00 cum Rs: 528.31

Rate per cum 528.31/45 Rs: 11.70

Category for

Category for

Page 445 of 448

Common for all Departments-2020-21

Index_code FOR THE YEAR - 2020-21

COM_MWRK A. Manual Works

COM_MWRK-1

New extra items-- common item for all earth works using only manual labour per cum 155.00

for all other works without involving contractors(Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for

foundations of canal cross drainage and other appurtenant structures

and placing excavated stuff neatly in specified dump area or disposingoff the same as directed etc., complete with initial lead upto 10 m and

initial lift upto 1.5 m. (WIthout involving the contractors for specified works )

With 3 Cum per day output

COM_MWRK-2(Manual)Excavation in all kinds of soil/ HDR including boulders upto 0.30 m dia per cum 186.00

For foundations of canal cross drainage and other appurtenant structures



With 2.5 Cum per day output

COM_MWRK-3(Manual)Excavation in soft rock (including F&F) without blasting, including per cum 349.60

boulders upto 0.30 m dia. for foundations of canal cross drainage and other

appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 10 m and


Soft rock 1.33 Cum/Day

COM_MWRK-4(Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for per cum 694.00

foundations of canal cross drainage and other appurtenant structures



Hard rock 0.67Cum/ day

(Common to all Departments)

Page 446 of 448

Hire Charges- for the year 2020-21

FOR THE YEAR - 2020-21

1 2 3 4 5 6 7

1 Agitator car / Transit mixer 2 cum Hour 779.50 1025.80 338.50 2143.80

2 Air compressor 5 cmm ( electric ) Hour 103.70 302.10 201.80 607.60

3 Air compressor 7 cmm ( diesel ) Hour 235.60 839.30 258.30 1333.20

4 Air compressor 7 cmm ( electric ) Hour 133.60 402.80 201.80 738.20

5 Air compressor 8.5 cmm ( diesel Hour 267.00 1049.10 258.30 1574.40

6 Air compressor 8.5 cmm ( electric) Hour 163.20 503.60 201.80 868.60

7 Air compressor 15 cmm ( electric) Hour 127.40 1119.00 215.30 1461.70

8 Angle Dozer 90 hp Hour 1662.70 717.60 283.40 2663.70

9 Batching plant 0.5 cum( 6 cum/hr) Hour 109.20 134.30 406.10 649.60

10 Batching plant 2 x 1.00 cum(15 cum/hr) Hour 376.30 402.80 406.10 1185.20

11 Batching plant 2 x 1.50 cum(50 cum/hr) Hour 495.60 492.40 406.10 1394.10

12 Bending machine 3000 x 12 mm Hour 40.20 134.30 161.50 336.00

13 Clamp shell and hoisting ropes Hour 5.80 0.00 0.00 5.80

14 Concrete bucket 1.5 cum Hour 15.50 0.00 0.00 15.50

15 Concrete hand mixer 45 / 30 ltr Hour 5.80 0.00 0.00 5.80

16 Concrete mixer 300 / 200 ( diesel) Hour 55.60 93.30 271.70 420.60

17 Concrete mixer 300 / 200 ltr ( electric) Hour 53.50 44.80 271.70 370.00

18 Concrete mixer 600 / 400 ( diesel) Hour 92.50 186.50 271.70 550.70

19 Concrete mixer 600 / 400 ltr ( electric Hour 90.60 89.50 271.70 451.80

20 Concrete paver 100 sqm / hr Hour 331.80 0.00 521.70 853.50

21 Convey mucker Hour 809.30 311.50 217.40 1338.20

22 Core drilling machine Hour 320.90 279.80 338.50 939.20

23 Diesel generating set 30 KVA Hour 66.70 746.00 161.50 974.20

24 Diesel generating set 50 KVA Hour 98.20 1119.00 161.50 1378.70

25 Diesel Loco 45 hp Hour 369.50 629.50 201.80 1200.80

26 Dewatering pump 5 hp ( diesel ) Hour 8.30 93.30 136.00 237.60

27 Dewatering pump 5 hp ( electric ) Hour 2.80 44.80 102.00 149.60


29 Dewatering pump 10 hp ( electric Hour 6.60 89.50 102.00 198.10


31 Dewatering pump 20 hp ( electric Hour 12.40 179.00 102.00 293.40

32 Drifter Hour 320.50 0.00 423.20 743.70

33 Drilling jumbo Hour 372.40 50.40 215.30 638.10

34 Dumper 4.5 cum Hour 613.70 470.00 270.80 1354.50

35 Geophysical Electric resistivity meter Hour 100.70 0.00 0.00 100.70

36 Grouting pump Hour 35.30 44.80 322.90 403.00

37 Guniting / sand blast equipment Hour 111.90 0.00 269.10 381.00

38 Ice plant & accessories 30 t / day Hour 168.20 1275.70 163.00 1606.90

HIRE CHARGES OF MACHINERY

Crew Charge in

Rs.

Total in Rs

Sl. No

Description of machinery UnitHire

charge in Rs

Fuel charge in

Rs

Page 447 of 448

Hire Charges- for the year 2020-21

1 2 3 4 5 6 7

Crew Charge in

Rs.

Total in Rs

Sl. No

Description of machinery UnitHire

charge in Rs

Fuel charge in

Rs

39 Jack hammer Hour 20.80 0.00 403.70 424.50

40 Needle vibrator 40 mm ( petrol ) Hour 5.80 20.30 195.60 221.70

41 Needle vibrator 40 mm ( electric ) Hour 5.60 9.00 195.60 210.20

42 Needle vibrator 60 mm ( petrol ) Hour 6.30 30.50 195.60 232.40

43 Needle vibrator 60 mm ( electric ) Hour 6.20 13.40 195.60 215.20

44 Planing machine 4 m stroke Hour 110.70 134.30 258.30 503.30

45 Plate shearing machine upto 12 mm Hour 43.30 179.00 169.30 391.60

46 Pneumatic placer 0.5 cum Hour 171.60 0.00 108.20 279.80

47 Pneumatic tamper Hour 20.70 0.00 322.90 343.60

48 Pug cutting machine Hour 7.00 4.50 0.00 11.50

49 Pusher leg Hour 12.50 0.00 0.00 12.50

50 Road roller diesel 10 t Hour 203.20 839.30 272.10 1314.60

51 Shovel 0.50 cum 75 hp Hour 964.30 559.50 283.40 1807.20

52 Shovel 0.85 cum 110 hp Hour 1624.00 1025.80 283.40 2933.20

53 Stationery derric crane Hour 81.20 0.00 0.00 81.20

54 Tipper 5 cum Hour 471.60 352.50 211.60 1035.70

55 Tipping tub 1.5 cum Hour 70.50 0.00 0.00 70.50

56 Tower crane 5 tonne Hour 834.00 232.80 225.70 1292.50

57 Transformer 250 KVA Hour 4974.40 0.00 0.00 4974.40

58 Truck 10 t Hour 428.60 352.50 211.60 992.70

59 Truck mounted derric crane 5 t Hour 595.40 352.50 211.60 1159.50

60 Upright drilling machine/Grinder Hour 23.20 44.80 232.10 300.10

61 Ventilation fan 20 hp Hour 11.30 179.00 35.20 225.50

62 Vibratory pad foot roller 8 t Hour 1325.00 1212.30 324.50 2861.80

63 Wagon drill Hour 181.60 0.00 338.50 520.10

64 Water tanker 8000 ltr Hour 417.80 352.50 211.60 981.90

65 Welding set Hour 15.30 107.40 0.00 122.70

66 Winch 35 hp ( electric ) Hour 124.70 219.30 322.90 666.90

67 Tractor with 2T roller Hour 345.00

68 Hydraulic Truck Crane 30T Hour 3159.00 118.80 637.70 3915.50

69 Hydraulic Truck Crane 16T Hour 2123.30 75.00 637.70 2836.00

70Heavy Duty Airless Spray Painting Equipment

Hour 121.60 121.60

Page 448 of 448

telangana standard data yr 2020-21

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