government of andhra pradesh a.p. revised standard data · by incorporating the items, the a.p....

Government of Andhra Pradesh

A.P. Revised Standard Data(With Schedule of Rates 2014-15)

(Effective from 01-06-2014)

BOARD OF CHIEF ENGINEERS

Part – 1

For IRRIGATION & CAD WORKS

and

LEADS & LIFTS (Common to all Departments)

Office of the Engineer-in-Chief(I.W) I&cad Dept., Errummanzil,Hyderabad

Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37 dt:30.05.2014

Sub: A.P.Revised Standard Data for I&CAD works(Part-I) for the year 2014-15 –approved-Printing & communication of Standard Data –Reg.,

Ref: 1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:2.3.20092)Minutes of BOCEs meeting for Schedule of Rates held on 24.05.2014.3) SoR Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37 dt:30.05.2014

*****The Board of Chief Engineers meeting for finalization of Schedule of Rates (SoR) for

I&CAD(Part-I),Road & Bridges(Part-II) and Public Health Items(Part-IV) was held on

24.05.2014 @ 3.30 PM and approved the SoR. Based on the approval of BoCEs, the SoR for

I&CAD Dept(basic input required for arriving unit item rate as per A.P. Revised Standard

data) ,R&B and Public Health Department items were communicated vide this office

proceedings 3rd cited.

During the BoCE meeting held on 24-05-2014, it is observed that in someof the estimates, Lead Charges are being added directly to the material basicrates for arriving the finished item rate. In view of that, the BoCE has instructedto see that while arriving the finished item rate, the lead charges are to be addedto the material basic rates only after deducting the provision of "Contractor'sProfit and Overhead charges"

By incorporating the items, the A.P. Revised Standard Data (unit rate for work

items) for the year 2014-15 is finalized. Any additions, modifications or deletions in the

existing data must be approved by BoCEs. One soft copy is herewith enclosed.

Encl: Soft copy of A.P. Revised Standard Data for I&CAD Department for the year 2014-15

Sd/-L.Narayan Reddy,30.5.2014, Engineer-in-Chief(I.W.) Chairman, BOCE(S.R)

I) Copy communicated to the Principal Secretary to Govt.,I&CAD Dept.,J-Block,

A.P.Secretariat Buildings,Hyderabad.

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

information.

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

2) Engineer-in-Chief (P.H.), Public Health Department.

3) Engineer-in-Chief (P.R.), Panchayath Raj Department.

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

5) Chief Engineer (Buildings), R&B Department.

6) Copy of C.D containing Schedule of Rates 2014-15 & Standard data, part-1 (Irrigation &

CAD

works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour

of

information.

III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD Department,

Red Hill, Hyderabad for necessary action.

Sd/-L.Narayan Reddy,30.5.2014, Engineer-in-Chief(I.W.) Chairman, BOCE(S.R)

code and index for work items of standard data

Item Code Item of the work Page No.

Proceedings for the Standard DataCopy of the G.O.Ms.No.49, I & CAD (PW: Reforms) Dept., dt:.2-3-2009.

PREAMBLE & GUIDELINES i-xiii

PART-1 IRRIGATION

Abstract of Items - Irrigation 1-52

Abstract of Leads and Lifts 53-54

IRR-DAW Dam And Allied Works (55-103)

IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS: 55-65

IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS : 65-80IRR-DAW-3 MASONRY & GUNITING WORKS : 81-86IRR-DAW-4 CONTRACTION JOINT WORKS: 86-89IRR-DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS : 89-96IRR-DAW-6 FILTER & PITCHING WORKS : 96-103

IRR-TAW Tunnel & Allied Works (104-125)IRR-TAW-1 EXCAVATION : 104-111IRR-TAW-2 DEWATERING & GUNITING WORKS : 111-113IRR-TAW-3 TEMPORARY & PERMANENT SUPPORTS : 113-118IRR-TAW-4 MASONRY WORKS : 118-119IRR-TAW-5 REINFORCEMENT & CONCRETE WORKS : 119-123IRR-TAW-6 DRILLING & GROUTING WORKS : 123-125

IRR-CAW Canal And Allied Works (126-214)IRR-CAW-1 EXCAVATION WORKS : 126-140IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL : 140-147IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL : 147-151IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL : 151-156IRR-CAW-5 FOUNDATION FILLING WORKS : 156-163IRR-CAW-6 ROCK FILL WORKS : 163-164IRR-CAW-7 CANAL LINING WORKS : 164-203IRR-CAW-8 ROCK PITCHING: 203-214

IRR-CCDW Canal & Cross Drainage Works (215-265)IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS : 215-220IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS : 220-245IRR-CCDW-3 FOUNDATION WELL SINKING WORKS : 245-246IRR-CCDW-4 MASONRY WORKS : 246-253IRR-CCDW-5 COPING & RAILING WORKS : 253-256IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS : 256-262IRR-CCDW-7 BACK FILLING & OTHER WORKS : 262-265

IRR_GAW Gates/Hoists And Allied Works (266-299)NOTES ON GATES/HOISTS AND ALLIED WORKS 266

IRR_GAW-1 RADIAL GATES 266-272IRR_GAW-2 VERTICAL LIFT GATES 272-291IRR_GAW-3 SAND BLASTING AND PAINTING: 291-296IRR_GAW-4 PAINTING WITHOUT SAND BLASTING: 296-299

IRR-PMW Preliminary And Maintenance Works (300-337)IRR-PMW-1 JUNGLE CLEARANCE : 300-311IRR-PMW-2 PRELIMINARY WORKS : 311-320IRR-PMW-3 MAINTENANCE WORKS : 320-337

Item Code Item of the work Page No.COMMON ITEMS TO ALL DEPARTMENTS (unless specified)

COM-MWRK A. Manual Works 338-338COM-LDLFT B. Lead/Lift/Loading & Unloading Charges 339-339

COM-LDLFT Notes on Lead and Lift 339-339COM-LDLFT-1 (Lead) Conveyance Charges for materials by head load 339-339

COM-LDLFT-2 339-339

COM-LDLFT-3 340-340

COM-LDLFT-4 340-340

COM-LDLFT-5 340-340COM-LDLFT-6 LIFT CHARGES FOR MATERIALS BY HEAD LOAD 340-340COM-DTL-LDLFT-1 (Lead) Conveyance Charges for materials by head load 340-342

COM-DTL-LDLFT-2 342-347



COM-DTL-LDLFT-5 350-350COM-DTL-LDLFT-6 LIFT CHARGES FOR MATERIALS BY HEAD LOAD 350-351

Hire Charges 352-353

(to follow MORTH standardsfor the items not covered ,as applicable to roads and bridge works)

( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.

LOADING AND UNLOADING CHARGES BY MANUAL MEANS (Idle hire charges of trucks are not added)LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks )

( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucks, excluding loading, unloading and hire charges of machinery.

LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks )

A.P. REVISED STANDARD DATAPREAMBLE

The AP Revised Standard data for various construction items has come into

existence as per the Government orders G.O.Ms.No.49, I & CAD (PW:

Reforms) Dept., dt:.2-3-2009.

The background for adoption of A.P. 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 adopted

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.

i

(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 in depth study on the methodology and systems

followed by the reputed National organizations and other States and made

detailed deliberations with HOD’s and representatives of Builders

Association of India and made recommendations to the Government, on

adoption of such parameters in A.P.

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

Secretaries of the Departments and Heads of Departments.

ii

GUIDELINES

1) The Revised Standard Data is formulated under four Parts, which are

applicable to all the Engineering Departments and other Organisations.

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 in the Data . On reading the item description, 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 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 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

iii

needs of work-force, stray rains etc. 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 feed back

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 Ton 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 PART-I (B) are generally applicable

and common to all Departments. Any item 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) The basic material inputs 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 inclusive of all

taxes, duties, levies, transportation and handling costs up to project area.

For sand, gravel , murum, stones , course aggregates etc, the rates are

to be fixed for delivery at Quarry, 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.

iv

For steel, Cement, 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.

The specifications of the aggregates for sizes and gradation and its

adoption shall be as per IS 383.

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.

However, If more than one area allowances, such as those for (1)

Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable

for a particular situation, only the maximum out of the allowable

percentages is to be allowed.

7) HIRE CHARGES OF MACHINERY : The machinery and /or group of machinery

for items of works and their output has been worked 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.

v

8) Lead Charges

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.

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.

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.

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.

9) Loading and Unloading charges for Materials

The following features are considered:

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

2. Loading and unloading charges are not payable for conveyance by mechanical

means, for disposal of excavated material unless specified.

3. The rates for unloading of materials except earth, sand, gravel, coarse

aggregate, rubble, size stone and cut stone, are inclusive of stacking wherever

applicable.

vi

10) LIFT CHARGES :

The data includes initial lift charges of 3 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” .

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.

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

for preceding lifts also.

11) Wastage of Materials

I) 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.

II) 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 for 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 for ton is

vii

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

as a separate item.

14) Soil classification: The Committee recommended to allow uniformclassification 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 :

High Level Committee has recommended adding 14% towards contractor

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

below which includes various items recommended in MORTH.

The provision for VAT at 5% or as fixed by the Government from time to time

should be made separately in Part-B of the estimate. In the agreements it

should be mentioned that it will be reimbursed as per actual. 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.

The provision for labour Cess at 1% or as fixed by the Government from time to

time should be made separately in Part-B of the estimate.

viii

The overhead charges include the following elements:

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

general site arrangements.

Office furniture, equipment and communications

Expenditure on:

Corporate office of contractor

site supervision

Documentation and “as built” drawings

Mobilisation/ de-mobilisation of resources

Labour camps with minimum amenities and transportation to work sites.

Light vehicles for site supervision including administrative and managerial

requirements.

Laboratory equipment and quality control including field and laboratory testing.

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

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

Watch and ward

Traffic management during construction

Expenditure on safeguarding environment

Sundries

Financing Expenditure

Sales/ Turn overtax

Work Insurance/ compensation

17) EXCISE DUTY ON SUPPLIES :

In respect of gates, hoists and allied works, excise duty is applicable on

the value of fabricated components supplied to site. Excise duty is not applicable

on erection charges. Further, the excise duty shall not be considered in the rate

analysis on material component, as basic material rates are inclusive of excise

duty.

ix

Therefore, excise duty is considered in the rate analysis only on

machinery and labour components required for fabrication of gates and hoists at

the central fabrication yard. It is difficult to determine the machinery and labour

components separately for fabrication and erection.

For the purpose of computation of excise duty to be included in the rate analysis

the machinery and labour components may apportioned at 75 % for central

fabrication yard and 25 % for field erection and commissioning. Therefore, 75 % of

the machinery and labour components may be considered for assessing the extent

of excise duty to be added in the rate analysis.

18) 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

shall be incorporated, to fix a ceiling of 5% in extreme cases, with the specific

approval of chief engineer/Government.

19) Computerization Of Data :

A software program is developed by the SPI Unit(Irrigation), which

facilitates automatic changes and generation of unit rates, based on

basic input rates of Labour, materials and capital cost of machinery.

A soft ware tool is also developed for auto preparation of estimates

based on in put quantities.

Other Departments are also advised to develop such program.

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

x

USER GUIDELINES OF REVISED STANDARD DATA

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

the relevant data.

2. The common data items like, lead, lift, conveyance and manual

excavation (without involving contracting agencies) is applicable

to all Departments (volume-1).

3. The departments have to adopt the relevant data from other

Departments, if such works are executed by them.

4. 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.

5. 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.

xi

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

finalise 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.

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.

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.

Unless otherwise specified, all material rates shall be inclusive of all

taxes, duties, levies, royalty, transportation and handling costs up to

project area.

xii

For sand, gravel , murrum, stones , aggregates etc, the rates are

for delivery at Quarry including loading charges and idle hire charges. For

steel, Cement, AC sheets, GI sheets, Hume pipes, wood and stone slabs,

the rates prevailing at major commercial centre near project area has to be

adopted.

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 and 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.

He 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

xiii

Abstract of work items_UNit Rates for the year 2014-15

1

WORK ITEM RATES FOR THE YEAR - 2014-15

* Add Leads and Lifts, Area Allowance and VAT as applicable in the estimate** Area Allowance includes profit component also

S.NO Item description Unit Rate

1 2 3 4 5 6Chapter IIRR-DAW DAM AND ALLIED WORKS

IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS:

IRR-DAW-1-1 1 cum 120.70

Labour Component (including contractor's profit and Overheads) cum 22.50

IRR-DAW-1-2 2 cum 159.90


IRR-DAW-1-3 3 cum 240.50


4 cum 360.50

Labour Component (including contractor's profit and Overheads) 61.20cum

IRR-DAW-1-4(a) 5 cum 428.50


IRR-DAW-1-5(b) 6 cum 662.70


*** Unit Rates arrived without Seigniorage Charges

Chapterwise item No.

Itemwise unit rate for Labour

Component

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.

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.

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.

IRR-DAW-1-3-ANew Item 2014-

15-1

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

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.

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.


2


1 2 3 4 5 6



Component

IRR-DAW-1-6(c) 7 cum 909.60


IRR-DAW-1-7 8 sqm 33.90

Labour Component (including contractor's profit and Overheads) sqm 26.60

IRR-DAW-1-8 9 sqm 22.50


IRR-DAW-1-9 10 Rm 199.80

. Beyond 6 m upto 12 m from surface : Rm 219.80Beyond 12 m upto 18 m from surface : Rm 241.80Beyond 18 m upto 24 m from surface Rm 266.00Beyond 24 m upto 30 m from surface Rm 292.60Beyond 30 m upto 36 m from surface Rm 321.90Beyond 36 m upto 42 m from surface Rm 354.10Beyond 42 m upto 48 m from surface Rm 389.50Labour Component (including contractor's profit and Overheads) Rm 43.80

IRR-DAW-1-10 11 Rm 50.90

Labour Component (including contractor's profit and Overheads) Rm 17.20

12 tonne 8413.30

Labour Component (including contractor's profit and Overheads) tonne 2775.80

13 tonne 9365.40


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.

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.

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.

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.

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.

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.

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.

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.


3


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Component

IRR-DAW-1-13 14 Each 1016.30

Labour Component (including contractor's profit and Overheads) Each 102.30

IRR-DAW-1-14 15 Each 933.30


IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS :

IRR-DAW-2-1A 16

tonne

59857.87


IRR-DAW-2-1B 17

tonne

61009.05


IRR-DAW-2-2 18 cum 3454.20


19 cum 3665.50


IRR-DAW-2-3 20 cum. 3300.90

Labour Component (including contractor's profit and Overheads) cum. 160.90

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 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.

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.

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.

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.

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 ))

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 ) 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 ))

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 )


4


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Component

IRR-DAW-2-4 21 cum. 4640.50


22 cum. 4916.40


23 cum. 5006.80


IRR-DAW-2-5 24 cum. 4242.70


IRR-DAW-2-6 25 cum. 4108.80


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. ( 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)

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 ) 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)

IRR-DAW-2-4B (new Item3 2010-

11)

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)

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)

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 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)


5


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Component

IRR-DAW-2-7 26 cum. 3921.10


IRR-DAW-2-8 27 cum. 4128.10


IRR-DAW-2-9 28 cum. 5869.00


IRR-DAW-2-10 29 Rm 2191.20


30 Rm 2221.70


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 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 )

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 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)

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 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).

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 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)

IRR-DAW-2-11(a)

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)


6


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Component

31 Rm 2290.90


IRR-DAW-2-13 32 cum 4725.50


IRR-DAW-2-14 33 cum 81.20


IRR-DAW-2-15 34 Each 321.30


IRR-DAW-2-16 35 Rm 435.70


IRR-DAW-2-17 36 Rm 1909.40


IRR_DAW-3 MASONRY & GUNITING WORKS :

IRR_DAW-3-1 37 cum 2584.70


IRR-DAW-2-12(b)

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)

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)

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.

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.

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.

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.

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)


7


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Component

IRR_DAW-3-2 38

cum

2364.60


IRR_DAW-3-3 39 cum 2750.10


IRR_DAW-3-4 40 cum 2543.90


IRR_DAW-3-5 41 cum 2935.40


IRR-DAW-3-6 42 cum 2738.60


IRR-DAW-3-7 43 sqm 104.20


IRR-DAW-3-8 44 sqm 97.90


IRR_DAW-4 CONTRACTION JOINT WORKS:

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)

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)

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)

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)

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)

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.

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.


8


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Component

IRR-DAW-4-1 45 sqm 457.10


IRR-DAW-4-2 46 Rm 15626.50


IRR-DAW-4-3 47 Rm 2480.90


IRR-DAW-4-4 48 Rm 7277.70


IRR-DAW-4-5 49 Rm 220.30


IRR-DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS :

IRR-DAW-5-1 50 cum 139.20


IRR-DAW-5-2 51 cum 149.40


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.

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.

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.

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.

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.

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.

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.


9


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Component

IRR-DAW-5-3 52 cum 149.90


IRR-DAW-5-4 53 cum 126.00


54 cum 86.00


IRR-DAW-5-5 55 cum 141.50


IRR-DAW-5-6 56 cum 258.60


IRR-DAW-5-7 57 cum 434.80


IRR-DAW-5-8 58 cum 493.20


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.

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.

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 2Tonne Roller as stipulated etc., complete with initial lead upto 1 km and all lifts. (For Maintenance 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, 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.

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.

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.

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.


10


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Component

IRR-DAW-5-9 59 cum 444.90


60 cum 658.90


IRR-DAW-5-10 61 Rm 769.00


IRR-DAW-6 FILTER & PITCHING WORKS :

IRR-DAW-6-1 62 Each 44110.40


IRR-DAW-6-2 63 cum 956.60


IRR-DAW-6-3 64 cum 1038.80


IRR-DAW-6-4 65 cum 988.40


66 cum 1134.70


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.

IRR-DAW-5-9-A (New Item4-

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

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.

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)

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.

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.

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.

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 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.


11


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Component

IRR-DAW-6-5 67 sqm 951.10


IRR-DAW-6-6 68 cum 658.10


IRR-DAW-6-7 69 cum 1020.20


IRR-DAW-6-8 70 sqm 860.70


IRR-DAW-6-9 71 sqm 1025.20


IRR-DAW-6-10 72 sqm 803.40


IRR-DAW-6-11 73 sqm 876.10


IRR-DAW-6-12 74 sqm 961.50


IRR-DAW-6-13 75 sqm 99.80

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.

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.

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.

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.

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 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.

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.

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.

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.

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.


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Chapter IIIRR-TAW TUNNEL AND ALLIED WORKS

IRR-TAW-1 EXCAVATION :

IRR-TAW-1-1 76 cum 1713.00


IRR-TAW-1-2 77 cum 2237.90


IRR-TAW-1-3 78 cum 1751.70


IRR-TAW-1-4 79 cum 1803.30


IRR-TAW-1-5 80 cum 1848.30


IRR-TAW-1-6 81 cum 362.60


IRR-TAW-2 DEWATERING & GUNITING WORKS :

IRR-TAW-2-1 82 Kwhr 23.40

Labour Component (including contractor's profit and Overheads) Kwhr 7.90

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.

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.

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.

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.

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.

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.

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.


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Component

IRR-TAW-2-2 83 sqm 567.40


84 sqm 1344.10


IRR-TAW-3 TEMPORARY & PERMANENT SUPPORTS :

IRR-TAW-3-1 85 Rm 1116.60


IRR-TAW-3-2 86 Rm 1069.00


IRR-TAW-3-3 87 tonne 95183.90


IRR-TAW-3-4 88 tonne 22295.80


IRR-TAW-3-5 89 cum 32859.50


IRR-TAW-4 MASONRY WORKS :

IRR-TAW-4-1 90 cum 2064.80


IRR-TAW-5 REINFORCEMENT & CONCRETE WORKS :

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.

IRR-TAW-2-3 (new Item4 2010-

11)

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

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.

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.

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.

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.

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.

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)


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IRR-TAW-5-1 91 tonne 73182.60


IRR-TAW-5-2 92 cum 5064.10


IRR-TAW-5-3 93 cum 6099.40


IRR-TAW-5-4 94 cum 6283.40


IRR-TAW-6 DRILLING & GROUTING WORKS :

IRR-TAW-6-1 95 Rm 389.00


IRR-TAW-6-2 96 tonne 9052.90


IRR-TAW-6-3 97 Rm 360.70


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.

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)

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, 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)

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)

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.

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.

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.


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Component

Chapter IIIIRR-CAW CANAL AND ALLIED WORKS

IRR-CAW-1 EXCAVATION WORKS :

IRR-CAW-1-1 98 cum 94.00


IRR-CAW-1-2 99 cum 49.60


IRR-CAW-1-3 100 cum 127.30


IRR-CAW-1-4 101 cum 82.10


IRR-CAW-1-5 102 cum 194.80


IRR-CAW-1-6 (a) 103 cum 484.80


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.

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)

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.

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)

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.

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.


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IRR-CAW-1-7 (b) 104 cum 604.20


IRR-CAW-1-8( c) 105 cum 1060.90


IRR-CAW-1-9(a) 106 cum 298.50


107 cum 451.50

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.

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 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.

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.

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.

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.


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Component


IRR-CAW-1-11(c) 108 cum 753.80


IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL :

IRR-CAW-2-1 109 cum 198.00


IRR-CAW-2-2 110 cum 191.20


IRR-CAW-2-3 111 cum 197.60


IRR-CAW-2-4 112 cum 193.20


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 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.

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.

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 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.

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.

Providing semi-pervious / pervious casing embankment using soil 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.


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Component

IRR-CAW-2-5 113 cum 180.00


IRR-CAW-2-6 114 cum 171.10


IRR-CAW-2-7 115 cum 165.10


IRR-CAW-2-8 116 cum 155.00


IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL :

IRR-CAW-3-1 117 cum 150.10


IRR-CAW-3-2 118 cum 144.80


Providing semi-pervious / pervious casing embankment using soil 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.

Providing 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 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.

Providing 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 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.

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.

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.

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.


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Component

IRR-CAW-3-3 119 cum 145.80


IRR-CAW-3-4 120 cum 140.40


IRR-CAW-3-5 121 cum 131.50


IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL :

IRR-CAW-4-1 122 cum 67.30


IRR-CAW-4-2 123 cum 61.90


IRR-CAW-4-3 124 cum 67.30


Providing semi-pervious / pervious casing embankment using soil 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.

Providing semi-pervious / pervious casing embankment using soil 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.

Providing semi-pervious / pervious casing embankment using soil 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.

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.

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.

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.


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Component

IRR-CAW-4-4 125 cum 61.90


IRR-CAW-4-5 126 cum 51.60


IRR-CAW-4-6 127 cum 266.80


IRR-CAW-5 FOUNDATION FILLING WORKS :

IRR-CAW-5-1 128 cum 653.00


IRR-CAW-5-2 129 cum 545.80


IRR-CAW-5-3 130 sqm 114.30


131 cum 457.10


IRR-CAW-5-4 132 cum 517.20


IRR-CAW-5-5 133 cum 827.60


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.

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.

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)

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.

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.

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.

IRR-CAW-5-3-A (New Item 3 -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 upto 50 m and all lifts.

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.

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.


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Component

IRR-CAW-5-6 134 Rm 407.60

133 Rm 23.80

IRR-CAW-5-7 135 one plug 336.00

Labour Component (including contractor's profit and Overheads) one plug 100.90

IRR-CAW-5-8 136 cum 954.90


IRR-CAW-5-9 137 cum 1159.30


138 sqm 600.60


139 sqm 653.20


IRR-CAW-6 ROCK FILL WORKS :

IRR-CAW-6-1 140 cum 471.20


IRR-CAW-6-2 141 cum 271.70


IRR-CAW-7 CANAL LINING WORKS :

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

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

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.

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.

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 for aggregate and all leads for fabric and all lifts.

Using 200 gsm filter fabric.

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.

Using 250 gsm filter fabric.

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.

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.


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Component

IRR-CAW-7-1 142 cum 211.90


IRR-CAW-7-2 143 cum 206.90


IRR-CAW-7-3 144 cum 105.00


IRR-CAW-7-4 145 Each 87.90


IRR-CAW-7-5 146 kg 63.50

Labour Component (including contractor's profit and Overheads) kg 6.70

IRR-CAW-7-6 147 sqm 390.40


IRR-CAW-7-7 148 sqm 406.30

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.

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.

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.

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.

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)

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.,)

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.,)


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Component


IRR-CAW-7-8 149 sqm 491.10


IRR-CAW-7-9 150 shifting 8490.30

Labour Component (including contractor's profit and Overheads) shifting 6039.30

IRR-CAW-7-10 151 cum 4110.40


IRR-CAW-7-11 152 cum 4253.20


IRR-CAW-7-12 153 sqm 474.20


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 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.,)

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.

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)

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)

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)


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Component

IRR-CAW-7-13 154 cum 4154.90


IRR-CAW-7-14 155 cum 4441.60


IRR-CAW-7-15 156 cum 4570.00


IRR-CAW-7-16 157 sqm 647.00


IRR-CAW-7-17 158 Rm 1000.70


IRR-CAW-7-18 159 Each 136.60


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)

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)

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)

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)

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.

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.


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Component

IRR-CAW-7-19 160 Each 194.10


IRR-CAW-7-20 161 Each 230.80


IRR-CAW-7-21 162 Each 299.50


IRR-CAW-7-22 163 Each 432.30


IRR-CAW-7-23 164 Each 220.40


IRR-CAW-7-24 165 Each 267.10


IRR-CAW-7-25 166 Each 40.70


IRR-CAW-7-26 167 sqm 351.40


IRR-CAW-7-27 168 sqm 75.30


IRR-CAW-7-28 169 Rm 43.90


IRR-CAW-7-29 170 Each 164.50


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.

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.



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.

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.

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.

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.

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.

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.

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


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Component

IRR-CAW-7-30 171 sqm 128.00


sqm 37.30


IRR-CAW-7-31 172 sqm 180.00


IRR-CAW-7-32 173 sqm 248.40


IRR-CAW-7-33 174 Rm 192.80


IRR-CAW-7-34 175 Rm 79.10


IRR-CAW-7-35 176 Rm 117.20


IRR-CAW-7-36 177 Rm 22.80


IRR-CAW-7-37 178 Each 88.20


IRR-CAW-7-38 179 Each 62.00


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.

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





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.

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.

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.

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.

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 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)

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)


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Component

IRR-CAW-7-39 180 Each 31.50


IRR-CAW-7-40 181 Each 24.00


IRR-CAW-7-41 182 Each 72.90


IRR-CAW-7-42 183 Each 33.40


IRR-CAW-7-43 184 Each 23.40


IRR-CAW-7-44 185 cum 1901.80


IRR-CAW-7-45 186 cum 3009.10


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)

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)

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)

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)

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)

Providing and laying uncoursed rubble stone masonry in CM 1 : 5 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)

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)


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Component

IRR-CAW-7-46 187 cum 1764.50


IRR-CAW-7-47 188 cum 2805.10


IRR-CAW-8 ROCK PITCHING

IRR-CAW-8-1 189 sqm 194.40

Labour Component (including contractor's profit and Overheads) sqm 44.10sqm 35.40


190 sqm 184.60


IRR-CAW-8-2 191 sqm 204.60


192 sqm 148.20


IRR-CAW-8-3 193 sqm 213.60


IRR-CAW-8-4 194 sqm 245.50


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)

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)

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)

If 15 cm thick murum bed is to be provided below pitching add

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 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)

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)

IRR-CAW-8-2 - A (New Item5 -

2011-12)

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)




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Component

IRR-CAW-8-5 195 sqm 322.10


IRR-CAW-8-6 196 sqm 368.20


IRR-CAW-8-7 197 sqm 456.50


IRR-CAW-8-8 198 sqm 361.30


IRR-CAW-8-9 199 sqm 291.80


IRR-CAW-8-10 200 sqm 310.30


IRR-CAW-8-11 201 sqm 521.10


IRR-CAW-8-12 202 sqm 632.90


IRR-CAW-8-13 203 sqm 96.20



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)

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 )

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)

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)

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)

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)

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)


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Component


IRR-CAW-8-14 204 sqm 64.50


Chapter IVIRR-CCDW CANAL CROSS DRAINAGE WORKS

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

IRR-CCDW-1-1 205 cum 212.30


IRR-CCDW-1-2 206 cum 93.00


IRR-CCDW-1-3 207 cum 310.70


IRR-CCDW-1-4 208 cum 120.00


IRR-CCDW-1-5 209 cum 325.20


IRR-CCDW-1-6 210 cum 512.30

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

(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.

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)

(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.

( 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.

(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.

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


31


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Component


IRR-CCDW-1-7 211 cum 991.10


IRR-CCDW-1-8 212 Each 913.30


IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

IRR-CCDW-2-1 213 kg 63.60


IRR-CCDW-2-2 214 kg 76.70


IRR-CCDW-2-3 215 cum 4219.80


IRR-CCDW-2-4 216 cum 4196.90


(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.

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.

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.

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.

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)

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)


32


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Component

IRR-CCDW-2-5 217 cum 3964.00


IRR-CCDW-2-6 218 cum 4039.00


IRR-CCDW-2-7 219 cum 4536.30


IRR-CCDW-2-8 220 cum 4971.30


IRR-CCDW-2-9 221 cum 4968.80


IRR-CCDW-2-10 222 cum 4725.30


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)

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)

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)

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)

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)

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)


33


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Component

IRR-CCDW-2-11 223 cum 4322.70


IRR-CCDW-2-12 224 cum 6245.20


IRR-CCDW-2-13 225 cum 5634.20


IRR-CCDW-2-14 226 cum 4172.40


IRR-CCDW-2-15 227 cum 3895.80


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)

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.

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)


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)

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, 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


34


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Component

IRR-CCDW-2-16 228 cum 4337.00


IRR-CCDW-2-17 229 cum 5157.30


IRR-CCDW-2-18 230 cum 4999.40


IRR-CCDW-2-19 231 cum 4912.60


IRR-CCDW-2-20 232 cum 5539.60

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)


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)


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)


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)


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)



35


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Component


IRR-CCDW-2-21 233 cum 4905.90


IRR-CCDW-2-22 234 cum 4633.50


IRR-CCDW-2-23 235 cum 4604.50


IRR-CCDW-2-24 236 cum 7742.30


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 )


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)


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)


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 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)



36


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Component

IRR-CCDW-2-25 237 cum 6708.70


IRR-CCDW-2-26 238 cum 4238.60


IRR-CCDW-2-27 239 cum 6066.20


IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

IRR-CCDW-3-1 240 *Rm 3654.20

Labour Component (including contractor's profit and Overheads) *Rm 1507.80for 3 to 10 meters for each running meter *Rm 5191.60Labour Component (including contractor's profit and Overheads) *Rm 1972.00

IRR-CCDW-3-2 241 cum 506.10


IRR-CCDW-4 MASONRY WORKS :

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)


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)


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 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)


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)

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.


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Component

IRR-CCDW-4-1 242 cum 2074.90


IRR-CCDW-4-2 243 cum 2124.50


IRR-CCDW-4-3 244 cum 2590.20


IRR-CCDW-4-4 245 cum 2711.10


IRR-CCDW-4-5 246 sqm 108.40

246 sqm 81.70

IRR-CCDW-4-6 247 sqm 102.10


IRR-CCDW-4-7 248 sqm 154.10


IRR-CCDW-4-8 249 sqm 146.80


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)

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)

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)

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 : 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)

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.

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.

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.



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Component

IRR-CCDW-4-9 250 sqm 218.80


IRR-CCDW-4-10 251 sqm 206.50


IRR-CCDW-5 COPING & RAILING WORKS :

IRR-CCDW-5-1 252 sqm 581.00


IRR-CCDW-5-2 253 sqm 717.30


IRR-CCDW-5-3 254 sqm 892.80


IRR-CCDW-5-4 255 cum 5853.00


IRR-CCDW-5-5 256 Rm 1362.80


IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :



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)

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)

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)

Providing 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, 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)

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.


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Component

IRR-CCDW-6-1 257 Joint 281.30

Labour Component (including contractor's profit and Overheads) Joint 221.70















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)









40


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Component



IRR-CCDW-7 BACK FILLING & OTHER WORKS :

IRR-CCDW-7-1 266 cum 713.40


IRR-CCDW-7-2 267 cum 391.80


IRR-CCDW-7-3 268 cum 262.70


IRR-CCDW-7-4 269 Each 1323.70


IRR-CCDW-7-5 270 Each 945.50


Chapter VIRR-GAW GATES / HOISTS AND ALLIED WORKS

IRR-GAW-1-1 271 tonne 149350.80



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.

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.

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.

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.

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement 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 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.

SPILLWAY RADIAL GATESE.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)


41


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Component

IRR-GAW-1-2 272 tonne 134658.00


IRR-GAW-1-3 273 42629.40

Labour Component (including contractor's profit and Overheads) 2471.30

IRR-GAW-1-4 274 Rm 101753.40


IRR-GAW-2-1 275 tonne 164527.20


IRR-GAW-2-2 276 tonne 137213.20


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)

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 capacity

tonne capacity

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)

VERTICAL LIFT GATES-EM PARTSDesign, 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 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)

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)


42


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Component

IRR-GAW-2-3 277 tonne 120072.60


IRR-GAW-2-4 278 237820.70


IRR-GAW-2-5 279 Rm 7320.50


IRR-GAW-2-6 280 tonne 135722.10


IRR-GAW-2-7 281 71620.70


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)

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 capacity

tonne capacity

RAIL TRACK FOR GANTRY CRANEDesign, 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)

VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTEDDesign, 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 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)

VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATEDDesign, 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 capacity

tonne capacity


43


1 2 3 4 5 6



Component

IRR-GAW-2-8 282 tonne 115727.40


IRR-GAW-2-9 283 35397.90


IRR-GAW-2-10 284 33455.00


IRR-GAW-2-11 285 76007.60


286 Tonne 124326.20

HOIST BRIDGE/ WITH TRESSELSDesign, 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)

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 capacity

tonne capacity

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 capacity

tonne capacity

MANUAL OPERATED ROPE DRUM HOISTSDesign, 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 capacity

tonne capacity

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)


44


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Component

Labour Component (including contractor's profit and Overheads) Tonne 22515.50

287 Tonne 83401.00


288 Tonne 198547.40


IRR-GAW-3 SAND BLASTING AND PAINTING

IRR-GAW-3-1 289 sqm 431.70


IRR-GAW-3-2 290 sqm 499.40


IRR-GAW-3-3 291 sqm 350.60


IRR-GAW-3-4 292 sqm 432.10



15-3

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)


15-4

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)

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.

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)

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

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


45


1 2 3 4 5 6



Component

IRR-GAW-3-5 293 sqm 383.00


IRR-GAW-4 PAINTING WITHOUT SAND BLASTING

IRR-GAW-4-1 294 sqm 568.60


IRR-GAW-4-2 Deleted from the year 2014-15 onwards

IRR-GAW-4-3 295 sqm 401.70


IRR-GAW-4-4 296 sqm 477.80


Chapter VIIRR-PMW PRELIMINARY AND MAINTENANCE WORKS

IRR-PMW-1 JUNGLE CLEARANCE :

IRR-PMW-1-1 297 sqm 1.20


IRR-PMW-1-2 298 sqm 1.90


IRR-PMW-1-3 299 Each 43.20


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

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)

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 prevent further rusting, before applying primer painting.

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

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.

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.

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.


46


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Component

IRR-PMW-1-4 300 Each 97.30


IRR-PMW-1-5 301 Each 311.20


IRR-PMW-1-6 302 Each 55.30


IRR-PMW-1-7 303 Each 12.60


IRR-PMW-1-8 304 Each 12.20


IRR-PMW-1-9 305 Each 24.40


IRR-PMW-1-10 306 Each 82.70


IRR-PMW-1-11 307 Each 289.30


IRR-PMW-1-12 308 Each 578.60


IRR-PMW-1-13 309 Each 1157.10


IRR-PMW-1-14 310 Each 1872.50


IRR-PMW-1-15 311 Each 656.40


IRR-PMW-1-16 312 sqm 4.50


IRR-PMW-2 PRELIMINARY WORKS :

IRR-PMW-2-1 313 cum 222.90


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.

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.

Additional rate for every 0.5 m increase in girth of tree stump/stumps of bamboo cluster beyond 5 m

Cutting and stacking bamboos excluding removing stumps and roots etc., complete with initial lead upto 50 m and all lifts.

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.

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.

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.





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.

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

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.


47


1 2 3 4 5 6



Component

IRR-PMW-2-2 314 cum 312.60


IRR-PMW-2-3 315 stage 283.90

Labour Component (including contractor's profit and Overheads) stage 218.10

IRR-PMW-2-4 316 Rm 1162.20


IRR-PMW-2-5 317 Rm 5942.70


318 Rm 3809.60


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.

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.

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.

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.

IRR-PMW-2-5-A(New Item 2014-

15)-5

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.


48


1 2 3 4 5 6



Component

319 Rm 4599.60


IRR-PMW-2-6 320 Rm 5781.60


321 Rm 3580.90


IRR-PMW-2-7 322 Each 136.90


IRR-PMW-2-8 323 Each 452.60

Labour Component (including contractor's profit and Overheads) Each 308.40NOTE: 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 Each 5625.10


IRR-PMW-3 MAINTENANCE WORKS :

IRR-PMW-2-5-B(New Item 2014-

15)-6

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 Holes


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.

IRR-PMW-2-6-A(New Item 2014-

15)-7

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


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.

Providing and fixing 20 x 20 x 75 cm size temporary bench mark 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.

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


49


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Component

IRR-PMW-3-1 325 cum 180.20


IRR-PMW-3-2 326 sqm 215.40


IRR-PMW-3-3 327 cum 244.80


IRR-PMW-3-4 328 sqm 52.50


IRR-PMW-3-5 329 sqm 48.00


IRR-PMW-3-6 330 Each 60.80


IRR-PMW-3-7 331 Each 136.80


IRR-PMW-3-8 332 cum 185.60


IRR-PMW-3-9 333 cum 212.30


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.

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.

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.

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.

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.

Removing and refixing disturbed chainage / demarcation / hectometre / guard stones including excavation, back filling etc., complete with all leads and lifts.

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.

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, 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.

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.


50


1 2 3 4 5 6



Component

IRR-PMW-3-10 334 cum 168.60


IRR-PMW-3-11 335 cum 192.10


IRR-PMW-3-12 336 sqm 3.10


IRR-PMW-3-13 337 Rm 36.40


IRR-PMW-3-14 338 Rm 32.90


IRR-PMW-3-15 Deleted from the year 2014-15 onwards





IRR-PMW-3-20 339 cum 134.50


IRR-PMW-3-21 340 cum 168.20


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.

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.

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.

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.

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

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.

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.


51


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Component

341 cum 95.50


342 cum 46.10


343 cum 6.10


Weed Removal by Manual Means

344 Removal of Water Hyacinth up to 30 cm thick Sqm 5.40

345 Removal of Water Hyacinth beyond 30 cm thick Sqm 7.40

346 Clearing Alchi Tilla Sqm 5.00

347 Removal of Jammu Sqm 4.20

348 Removal of Imponea, Cornea Sqm 5.00

349

Removal of Natchu, goobi, thooti, etc.

Sqm 1.60

350 Sqm 397.20

Labour Component (including contractor's profit and Overheads) Sqm 145.92

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 cum 98.30

COM-MWRK-2 352 cum 118

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.


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, 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.


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 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.

(New Item 2012-13-3)

IRR-PMW-3-25(a)

IRR-PMW-3-25(b)

IRR-PMW-3-25( c)

IRR-PMW-3-25(d)

IRR-PMW-3-25(e)

IRR-PMW-3-25(f)(new Item 2012-

13-6)

IRR-PMW-3-26New Item 2014-

15-8

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.

(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

(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


52


1 2 3 4 5 6



Component



(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 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

(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

Abstract of leads and lifts - for the year 2014-15

53

COM-LDLFT Abstract LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS

FOR THE YEAR: 2014-15

COM-LDLFT 1 For total lead upto 150 m ( including initial lead ) lead charges by head load only shall be adopted irrespective of mode of conveyance.

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 cahrges are cumulative are cumulative and inclusive of rates for preceding lift,load and hire charges

6 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 14%13 During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates, Lead

Charges are being added directly to the material basic rates for arriving the finished item rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate, the lead charges are to be added to the material basic rates only after deducting the provision of "Contractor's Profit and Overhead charges"

COM-LDLFT-1 A. (Lead) Conveyance Charges for materials by head load FOR THE YEAR: 2014-15

Sl No.

1 2 3 4 5

1 initial lead initial lead initial lead2 Total lead upto 100 m 48.00 28.00 61.103 Total lead upto 150 m 96.10 56.10 122.30

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 & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges

COM-LDLFT-2 B.( Lead) Conveyance charges for machinery per kilometer for transporting materials

by tippers and trucks excluding loading, unloading and idle hire charges of machinery

( No loading and unloading charges allowed for machinery loading and unloading )

Sl No. Distance

1 2 3 4 5 6 7 81 Lead upto 1 km 31.50 30.40 19.00 44.70 18.80 50.702 Lead upto 2 km 44.10 42.60 26.60 62.60 26.30 71.003 Lead upto 3 km 58.90 58.90 36.80 86.60 35.00 94.604 Lead upto 4 km 71.50 71.50 44.70 105.10 42.50 114.905 Lead upto 5 km 84.10 84.10 52.60 123.70 50.00 135.20

6 12.60 12.60 7.90 18.50 7.50 20.30

7 10.50 10.50 6.60 15.50 6.30 16.90Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges

Total distance

( Total lead

includes initial lead )

Earth / Sand /Gravel / Murrum/ Lime/ Surki/ Size stone / Cut

stone Rubble / Coarse aggregate Rs/Cum

Cement / Reinforce-ment steel Str steel Rs / tonne

PCC slab/ Shahbad slab / CC block/ BS

slab/ Late-rite / Wood Rs / cum

Total lead upto 50 m (covered by item rate)

(Lead) charges for trucks and tippers for Earth / Sand /Gravel

/ Murrum/ Lime/ Surki/ per cu.meter

(Lead) charges for trucks and tippers for Rubble/Size stones/ Cut Stones/ Coarse

aggregate per cu.meter

(Lead) charges for trucks and

tippers for Cement/ Steel/

RCC poles/ AC & GI sheets/

Packed materials/tonne

(Lead) charges for trucks and tippers per

cu.meter for PCC slabs/ Shahabad

slabs/ CC & Laterite

blocks/ Wood/ cum


tippers per cu.meter for water/ 1000

litres

(Lead) charges for trucks per 1000 Nos. of

Bricks

for Every km beyond 5 km upto 30 km

for Every km beyond 30 km

Abstract of leads and lifts - for the year 2014-15

54

COM-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)

Sl No.

1 2 3 4 5 6 71 Loading 16.00 32.00 52.80 63.30 44.002 Unloading 8.00 16.00 52.80 63.30 44.00

Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges

COM-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

Sl No.


Note:The Loading & Unloading Charges are inclusive of 14% Contractor's Profit and Over Head Charges

COM-LDLFT-5 E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)

Sl No.

1 2 3 41 Loading 52.50 105.002 Unloading 15.90 15.90

Note:The Loading & Unloading Charges are inclusive of 14% Contractor's Profit and Over Head Charges

COM-LDLFT-6 F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

Sl No.

1 2 3 4 5

1 Initial lift Initial lift Initial lift

2 5.60 4.10 7.50

Note:The Lead & Lift Charges are inclusive of 14% Contractor's Profit and Over Head Charges

Description of item

Earth / Sand /GravelMurrum/ / Surki/

Rs / cum

Rubble/ size stone/ cut stone/ Coarse

aggregate,Lime in Rs/cum

cement in Rs/tonne

steel in Rs./tonne

brick work Rs/1000 No

Description of item


Rs / cum



cement in Rs/tonne

steel in Rs./tonne

brick work Rs/1000 No

Description of item


Rs / cum



Total lift( Total lift

includes initial lift )

Earth / Sand /GravelMurrum/ Lime/ Surki/Size stone / Cut stone

Rubble / CoarseaggregateRs / cum

Cement /Reinforce-ment steelStr steel

Rs / tonne

PCC slab/Shahbadslab / CCblock/ BS

slab / Laterite/ Wood

Rs / cum

Total lift upto 3 m (covered by

item rate)For Every 1.00

Lift beyond initial lift of 3

meters

Dam and Allied Works - Item Unit Rates 2014-15

55

Chapter - I

DAM AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

FOR THE YEAR :2014-15Index- codeIRR-DAW DAM AND ALLIED WORKS - DATA RATES

Directions to add Seigniorage Charges and Additional Lead ChargesSeigniorage Charges:

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)

to the data in the estimate

Additional Lead and Lift Charges:1. Unless otherwise specified the basic rates are inclusive of all lifts.

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. 84.10

Lead charges for next 10 km Rs. 126Total lead charges for 15 km /cum Rs. 210.10Less 1 km initial lead charges /cum Rs. 31.50 (-)Net additional lead charges / cum Rs. 178.60

3. The Leads for Steel and Cement shall be from the nearest market place to the Project area

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

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. 84.10


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 Items

IRR-DAW-1 EXCAVATION & FOUNDATION TREATMENT WORKS:

IRR-DAW-1-1

works and placing the excavated soil neatly in dump area or disposing off

and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT880 cum

Sl No Particulars Unit Quantity Rate Amount in Rs. in Rs

1 NIL 0.00 0.00 0.000.00 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 1706.60 13652.80Fuel / Energy charges Hour 8.00 937.80 7502.40

2 Dumpers 5 cum capacity 6 Nos Hour 48.00 580.70 27873.60Fuel / Energy charges Hour 48.00 429.70 20625.60

3 Tipper 5 cum capacity 1 No Hour 8.00 446.70 3573.60Fuel / Energy charges Hour 8.00 322.20 2577.60

Total hire charges of Machinery Rs: 75805.60

C. LABOUR:


1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dumper Hour 48.00 195.90 9403.203 Crew for Tipper Hour 8.00 153.10 1224.804 work inspector Day 1.00 370.00 370.005 mazdoor Day 16.00 295.00 4720.00

1. The unit rate for work item in the Standard Data is exclusive of Seigniorage Charges wherever applicable.

3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges

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

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:

lead charges. No loading and unloading charges shall be allowed for any item. (same as above)

Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway, intake structure and other appurtenant

the same as directed etc., complete with initial lead upto 1 km


56

Total cost of Labour Rs: 17350.80labour component/unit qty 19.70Add contractor's profit and overhead charges 14% 2.80labour component/unit qty (including contractor's profit) 22.50

ABSTRACT:A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 75805.60C. Cost of Labour Rs: 17350.80

Total Rs: 93156.4014% Rs. 13041.9

Total cost for 880.00 cum Rs: 106198.30Rate per cum (A+B+C+D)/880 Rs: 120.70

IRR-DAW-1-2

other appurtenant works and placing the excavated material neatly in dump

upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT :520 cum

Sl No Particulars Unit Quantity Rate Amountin Rs. in Rs.

1 NIL 0.00 0.00 0.000.00 0.00 0.00


B. MACHINERY:



2 Dumpers 5 cum capacity( 4 Nos) Hour 32.00 580.70 18582.40Fuel / Energy charges Hour 32.00 429.70 13750.40

3 Tipper 5 cum capacity( 1 No) Hour 8.00 446.70 3573.60Fuel / Energy charges Hour 8.00 322.20 2577.60


C. LABOUR:


1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dumper Hour 32.00 195.90 6268.803 Crew for Tipper Hour 8.00 153.10 1224.804 work inspector Day 1.00 370.00 370.005 Crowbarman Day 2.50 345.00 862.506 mazdoor Day 10.00 295.00 2950.00

Total cost of Labour Rs. 13308.90labour component/unit qty 25.60Add contractor's profit and overhead charges 14% 3.60labour component/unit qty (including contractor's profit) 29.20


Total Rs: 72948.1014% Rs. 10212.73


IRR-DAW-1-3

and other appurtenant works and placing the excavated material neatly in

lead upto 1 km and all lifts.DATA: RATE ANALYSIS

A. MATERIALS: UNIT :520.00 cum.


1 Use rate of 1.5 m drill rod Rm 216.00 20.14 4350.24Reconditioning charges @ 10% 435.02

2 Use rate of air hose 4 Nos. Hour 26.00 10.94 284.383 Explosive small dia kg 104.00 70.00 7280.004 Electric detonators Nos 154.00 13.00 2002.005 Fuse coil Rm 320.00 11.00 3520.006 Sundries LS 5.00 41.00 205.00

Total cost of Materials Rs. 18076.64

B. MACHINERY:



D.Add for contractor's profit and overheads on (A+B+C)

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

area or disposing off the same as directed etc., complete with initial lead


Excavation for foundation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for dam, spillway, intake structure

dump area or disposing off the same as directed etc., complete with initial


57

2 Dumpers 5 cum capacity 4 Nos. Hour 32.00 580.70 18582.40Fuel / Energy charges Hour 32.00 429.70 13750.40


4 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 13.00 170.80 2220.40Fuel / Energy charges Hour 13.00 428.00 5564.00

5 Jack hammers 4 Nos. Hour 26.00 19.80 514.80Fuel / Energy charges Hour 26.00 0.00 0.00


C. LABOUR:


1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dumper Hour 32.00 195.90 6268.803 Crew for Tipper Hour 8.00 153.10 1224.804 Crew for Air compressor Hour 13.00 142.40 1851.205 Crew for Jack hammer Hour 26.00 284.70 7402.206 work inspector Day 1.00 370.00 370.007 Blaster Day 1.00 440.00 440.008 Helper blaster Day 1.00 345.00 345.009 Crowbarman Day 2.50 345.00 862.50

10 Stone breaker Day 1.00 345.00 345.0011 mazdoor Day 10.00 295.00 2950.00



Total Rs: 109707.3414% Rs. 15359.03

Total cost for 520.00 cum. Rs: 125066.37Rate per cum. (A+B+C+D)/520 Rs: 240.50

for dam, spillway, intake structure and other appurtenant works and other open foundation works and placing the excavated

DATA: RATE ANALYSISA. MATERIALS: UNIT :

520.00 cum.Sl No Description Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of 1.5 m drill rod Rm 216.00 20.14 4350.24

Reconditioning charges @ 10% 435.022 Use rate of air hose 4 Nos. Hour 26.00 10.94 284.383 Use rate of chain link wire mesh Sq m 500.00 64.93 32462.504 Use rate of Sand Bags Nos. 190.00 74.45 14145.503 Explosive small dia kg 104.00 70.00 7280.004 Electric delay detonators Nos 154.00 23.00 3542.005 Fuse coil Rm 320.00 11.00 3520.006 Sundries LS 5.00 41.00 205.00


B. MACHINERY:



2 Angle dozer 90 hp Hour 1.00 1715.50 1715.50Fuel / Energy charges Hour 1.00 656.00 656.00

3 Dumpers 5 cum capacity 4 Nos. Hour 32.00 580.70 18582.40Fuel / Energy charges Hour 32.00 429.70 13750.40


5 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 13.00 170.80 2220.40Fuel / Energy charges Hour 13.00 428.00 5564.00



C. LABOUR:


1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Angle dozer Hour 1.00 204.10 204.103 Crew for Dumper Hour 32.00 195.90 6268.804 Crew for Tipper Hour 8.00 153.10 1224.805 Crew for Air compressor Hour 13.00 142.40 1851.206 Crew for Jack hammer Hour 26.00 284.70 7402.207 work inspector Day 3.00 370.00 1110.008 Blaster Day 1.50 440.00 660.009 Helper blaster Day 2.00 345.00 690.00


IRR-DAW-1-3ANew Item 2014-15-1 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

material neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all leads


58

10 Crowbarman Day 2.50 345.00 862.5011 Stone breaker Day 2.00 345.00 690.0012 mazdoor Day 18.00 295.00 5310.00



Total Rs: 164440.9414% Rs. 23021.73

Total cost for 520.00 cum. Rs: 187462.67Rate per cum. (A+B+C+D)/520 Rs: 360.50

IRR-DAW-1-4(a)

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

UNITA. MATERIALS: 320.00 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of drill rod 1.5 m long Rm 310.00 26.85 8324.53

Reconditioning charges @ 10% 832.452 Use rate of air hose 4 Nos. Hour 48.00 10.94 525.003 Explosive small dia kg 95.00 70.00 6650.004 Ordinary detonators Nos 10.00 9.00 90.005 Electric detonators Nos 333.00 13.00 4329.006 Fuse coil Rm 450.00 11.00 4950.007 Sundries LS 5.00 41.00 205.00


B. MACHINERY:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80

Fuel / Energy charges Hour 8.00 937.80 7502.402 Dumpers 5 cum capacity 3 Nos. Hour 24.00 580.70 13936.80

Fuel / Energy charges Hour 24.00 429.70 10312.803 Tipper 5 cum capacity 1 No Hour 4.00 446.70 1786.80

Fuel / Energy charges Hour 4.00 322.20 1288.804 Angle dozer 90 hp Hour 1.00 1715.50 1715.50

Fuel / Energy charges Hour 1.00 656.00 656.005 Air compressor 8.5 cmm (ele) 2 Nos. Hour 24.00 170.80 4099.20

Fuel / Energy charges Hour 24.00 428.00 10272.006 Jack hammers 4 Nos. Hour 48.00 19.80 950.40

Fuel / Energy charges Hour 48.00 0.00 0.00Total hire charges of Machinery Rs. 66173.50

C. LABOUR:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dumper Hour 24.00 195.90 4701.603 Crew for Tipper Hour 4.00 153.10 612.404 Crew for Dozer Hour 1.00 204.10 204.105 Crew for Air compressor Hour 24.00 142.40 3417.606 Crew for Jack hammer Hour 48.00 284.70 13665.607 work inspector Day 1.00 370.00 370.008 Blaster Day 1.00 440.00 440.009 Helper blaster Day 1.00 345.00 345.00




Total Rs: 120273.5814% Rs. 16838.3


IRR-DAW-1-5(b)

by muffling arrangements for dam, spillway, intake structure and other appurtenant structures etc., including placing and levelling the excavated


Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for dam, spillway, intake structure and


Excavation for foundation in hard rock of all toughness including boulders above 1.2 m dia. by controlled blasting method and controlling fly-rock


59

rock neatly in dump area or other place as directed etc., complete withlead upto upto 1 km and all lifts.

DATA: RATE ANALYSISUNIT :

A. MATERIALS: 480.00 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of drill rod 1.5 m length Rm 464.00 26.85 12459.95

Reconditioning charges @ 10% 1246.002 Use rate of 50 m air hose 4 Nos. Hour 70.00 10.94 765.633 Use rate of chain link wire mesh sqm 715.00 64.93 46421.384 Use rate of sand bag Nos 580.00 74.45 43181.005 Explosive small dia. kg 149.00 70.00 10430.006 Ordinary detonators Nos 23.00 9.00 207.007 Electric delay detonators Nos 500.00 23.00 11500.008 Fuse coil Rm 700.00 11.00 7700.009 Sundries LS 10.00 41.00 410.00


B. MACHINERY:Sl No

ParticularsUnit Quantity Rate Amount




Fuel / Energy charges Hour 36.00 429.70 15469.204 Tipper 5 cum capacity 1 No Hour 4.00 446.70 1786.80

Fuel / Energy charges Hour 4.00 322.20 1288.805 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 35.00 170.80 5978.00


Fuel / Energy charges Hour 70.00 0.00 0.00Total hire charges of Machinery Rs: 98269.80


in Rs. in Rs1 Crew for Shovel Hour 12.00 204.10 2449.202 Crew for Angle dozer Hour 2.00 204.10 408.203 Crew for Dumper Hour 36.00 195.90 7052.404 Crew for Tipper Hour 4.00 153.10 612.405 Crew for Air compressor Hour 35.00 142.40 4984.006 Crew for Jack hammer Hour 70.00 284.70 19929.007 work inspector Day 4.50 370.00 1665.008 Blaster Day 1.50 440.00 660.009 Helper blaster Day 3.00 345.00 1035.00




Total Rs: 279010.96

14% Rs. 39061.53Total cost for 480.00 cum Rs: 318072.49Rate per cum (A+B+C+D)/480 Rs: 662.70

IRR-DAW-1-6( c)

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

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 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..



in Rs. in Rs1 Use rate of drill rod 1.5 m length Rm 138.00 26.85 3705.76

Reconditioning charges @ 10% 370.582 Use rate of 50 m air hose 4 Nos. Hour 22.00 10.94 240.633 Explosive small dia. kg 10.50 70.00 735.004 Ordinary detonators Nos 2.00 9.00 18.00


Excavation for foundation in hard rock of all toughness including bouldersabove 1.2 m dia. by line drilling and smooth blasting and controlling

dump area or other place as directed etc., complete with lead upto 1 km and


60

5 Electric delay detonators Nos 76.00 23.00 1748.006 Fuse coil Rm 140.00 11.00 1540.007 Sundries LS 2.00 41.00 82.00






Fuel / Energy charges Hour 3.00 429.70 1289.104 Air compressor 8.5 cmm ( ele ) 2 Nos Hour 11.00 170.80 1878.80




in Rs. in Rs1 Crew for Shovel Hour 1.00 204.10 204.102 Crew for Angle dozer Hour 0.25 204.10 51.033 Crew for Dumper Hour 3.00 195.90 587.704 Crew for Air compressor Hour 11.00 142.40 1566.405 Crew for Jack hammer Hour 22.00 284.70 6263.406 work inspector Day 0.50 370.00 185.007 Blaster Day 0.50 440.00 220.008 Helper blaster Day 0.50 345.00 172.509 Crowbarman Day 0.50 345.00 172.50




Total Rs: 31915.9814% Rs. 4468.24


IRR-DAW-1-7stepping, removing all loose material by wedging / chiselling and disposing off the same as directed and cleaning the surface with air and water jet etc.

DATA RATE ANALYSISUNIT:

A. MATERIALS: 100.00 sqmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total cost of Materials Rs. 0.00


in Rs. in Rs1 Air compressor 8.5 cmm ( ele ) Hour 1.00 170.80 170.80

Fuel / Energy charges Hour 1.00 428.00 428.002 Pump 5 hp ( ele ) Hour 1.00 3.00 3.00

Fuel / Energy charges Hour 1.00 38.00 38.00Total hire charges of Machinery Rs. 639.80


in Rs. in Rs1 Crew for Air compressor Hour 1.00 142.40 142.402 Crew for Pump Hour 1.00 72.10 72.103 Stone breaker Day 2.00 345.00 690.004 mazdoor Day 2.50 295.00 737.505 Crowbar man Day 2.00 345.00 690.00



Total Rs: 2971.8014% Rs. 416.05

Total cost for 100.00 sqm Rs: 3387.85Rate per sqm (A+B+C+D)/100 Rs: 33.90


Preparing foundation bed for masonry or concrete by benching,

,complete with initial lead upto 50 m and all lifts.



61

IRR-DAW-1-8removing all loose materials by wedging / chiselling and disposing off the

DATA RATE ANALYSISUNIT:


in Rs. in Rs1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total cost of Materials Rs. 0.00


in Rs. in Rs1 NIL 0.00 0.00 0.00

0.00 0.00 0.00Total cost of Machinery Rs. 0.00


in Rs. in Rs1 Crowbar man Day 2.00 345.00 690.002 Stone breaker Day 2.00 345.00 690.003 mazdoor Day 2.00 295.00 590.00



Total Rs: 1970.0014% Rs. 275.8


IRR-DAW-1-9

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.

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 ANALYSISUNIT:

A. MATERIALS: 96.00 RmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of cross bit 50 mm dia Rm 96.00 62.50 6000.002 Use rate of 50 mm dia air hose 50 m Hour 8.00 18.63 149.003 Use rate of extension rod 4.5 m Rm 96.00 6.36 610.56



in Rs. in Rs1 Waggon drill Hour 8.00 188.50 1508.00

Fuel / Energy charges Hour 8.00 0.00 0.002 Air compressor 8.5 cmm ( ele ) Hour 8.00 170.80 1366.40

Fuel / Energy charges Hour 8.00 428.00 3424.003 Sundries LS 2.00 41.00 82.00



in Rs. in Rs1 Crew for Waggon drill Hour 8.00 244.90 1959.202 Crew for Air compressor Hour 8.00 142.40 1139.203 mazdoor Day 2.00 295.00 590.00



Total Rs: 16828.3614% Rs. 2355.97

Total cost for 96.00 Rm Rs: 19184.33Rate per Rm (A+B+C+D)/96 Rs: 199.80

Upto 6 m from surface 199.80Beyond 6 m upto 12 m from surface :Upto 6 m from surface Rate per Rm Rs: 199.80

Preparing foundation bed for cut-off trench filling in rock portion by

same as directed etc., complete with initial lead upto 50 m and all lifts.


Drilling 45 to 50 mm dia holes vertical or inclined upto 10 degrees to vertical in rock /masonry/ concrete by percussion drilling using waggon



62

Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 19.98Beyond 6 m upto 12 m from surface Rate / Rm Rs: 219.80Beyond 12 m upto 18 m from surface :For 6 m to 12 m from surface Rate per Rm Rs: 219.80Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 21.98Beyond 12 m upto 18 m from surface Rate / Rm Rs: 241.80Beyond 18 m upto 24 m from surface :For 12 m to 18 m from surface Rate per Rm Rs: 241.80Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 24.18Beyond 18 m upto 24 m from surface Rate / Rm Rs: 266.00Beyond 24 m upto 30 m from surface :For 18 m to 24 m from surface Rate per Rm Rs: 266.00Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ : 10% Rs 26.60Beyond 24 m upto 30 m from surface Rate / Rm Rs: 292.60Beyond 30 m upto 36 m from surface :For 24 m to 30 m from surface Rate per Rm Rs: 292.60Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 29.26Beyond 30 m upto 36 m from surface Rate / Rm Rs: 321.90Beyond 36 m upto 42 m from surface :For 30 m to 36 m from surface Rate per Rm Rs: 321.90Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 32.19Beyond 36 m upto 42 m from surface Rate / Rm Rs: 354.10Beyond 42 m upto 48 m from surface For 36 m to 42 m from surface Rate per Rm Rs: 354.10Add for redrilling through partially set grout / additionalextension rods / reduction in rate of drilling etc @ 10% Rs: 35.41Beyond 42 m upto 48 m from surface Rate / Rm Rs: 389.50

IRR-DAW-1-10average period of 30 minutes including water intake observations after


A. MATERIALS: 192.00 Rm.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of air hose 2 Nos x 8 hrs Hour 16.00 10.94 175.042 Use rate of water hose 2 Nos x 8 hrs Hour 16.00 13.69 219.043 Sundries LS 2.00 41.00 82.00








in Rs. in Rs1 Crew for Air compressor Hour 8.00 142.40 1139.202 Crew for Pump Hour 8.00 72.10 576.803 mazdoor Day 4.00 295.00 1180.00



Total Rs: 8572.48

14% Rs. 1200.15Total cost for 192.00 Rm. Rs: 9772.63Rate per Rm. (A+B+C+D)/192 Rs: 50.90

IRR-DAW-1-11(a)

grouting method including cost of all materials, machinery, labour,


A. MATERIALS: 1.05 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Cement tonne 1.05 4000.00 4200.002 Use rate of 50 m pressure hose Hour 8.00 10.94 87.523 Sundries ( packer assembly etc ) LS 3.00 41.00 123.00

Flushing grout holes of all sizes with water and air jets alternatively for an

flushing, cost of all materials, machinery, labour etc., complete.


Consolidation grouting with neat cement grout mix of suitable consistency under specified pressure as directed in drilled holes by stage

redrilling if necessary etc.,complete with initial lead upto 1 km and all lifts.


63



in Rs. in Rs1 Grouting equipment Hour 8.00 24.90 199.20





in Rs. in Rs1 Crew for Grout pump Hour 8.00 227.80 1822.402 Crew for Pump Hour 2.00 72.10 144.203 mazdoor ( cement handling) Day 2.00 295.00 590.00



Total Rs: 7634.32

14% Rs. 1068.8

124.60 Rs/Tonne 130.83Total cost for 1.05 tonne Rs: 8833.95Rate per tonne (A+B+C+D)/1.05 Rs: 8413.30

IRR-DAW-1-12(b) under specified pressure as directed in drilled holes by stage grouting

method including cost of all materials, machinery, labour, redrilling if



in Rs. in Rs1 Cement tonne 1.05 4000.00 4200.002 Use rate of 100 m pressure hose Hour 8.00 21.88 175.043 Use rate of 400 m GI pipe Hour 8.00 6.8 54.404 Sundries ( packer assembly etc ) LS 3.00 41.00 123.00



in Rs. in Rs1 Grouting equipment Hour 8.00 24.90 199.20





in Rs. in Rs1 Crew for Grout pump Hour 8.00 227.80 1822.402 Crew for Pump Hour 2.00 72.10 144.203 Pipe fitter Day 1.00 440.00 440.004 mazdoor ( cement handling ) Day 3.00 295.00 885.00



Total Rs: 8511.2414% Rs. 1191.57

124.60 Rs/Tonne 130.83Total cost for 1.05 tonne Rs: 9833.64Rate per tonne (A+B+C+D)/1.05 Rs: 9365.40

IRR-DAW-1-13

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,

Consider 25 anchor rods for analysis.

D.Add for contractor's profit and overheads on (A+B+C)Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges)

Curtain grouting with neat cement grout mix of suitable consistency

necessary etc., complete with initial lead upto 1 km and all lifts.

D.Add for contractor's profit and overheads on (A+B+C)Lead Charges for 1Km for Cement 1.05 Tonne @ (including Loading and Unloading Charges)

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

labour etc., complete with initial lead upto 1 km and all lifts.


64

DATA: RATE ANALYSISUNIT:

A. MATERIALS: 25 Nos.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of drill bit 50 mm dia Rm 37.50 62.50 2343.752 Use rate of air hose 50 m Hour 4.00 18.63 74.523 Anchor rod 25 mm dia kg 303.22 46.50 14099.734 Cement kg 75.00 4.00 300.005 Sand ( screened ) cum 0.05 606.00 30.30

Total cost of Materials Rs: 16848.30B. MACHINERY:Sl No Description Unit Quantity Rate Amount


Fuel / Energy charges Hour 4.00 428.00 1712.002 Waggon drill Hour 4.00 188.50 754.00



in Rs. in Rs1 Crew for Air compressor Hour 4.00 142.40 569.602 Crew for Waggon drill Hour 4.00 244.90 979.603 Bar bender Day 0.50 450.00 225.004 Mason Cl- II Day 0.50 345.00 172.505 mazdoor Day 1.00 295.00 295.00



Total Rs: 22239.20

14% Rs. 3113.49Lead Charges for 1 Km for FA 0.05 cum @ 31.5 Rs./Cum 1.575

0.08 tonne @ 124.6 Rs./Tonne 9.345

0.30 tonne @ 145.6 Rs./Tonne 44.148832Total cost for 25.00 Nos. Rs: 25407.76Rate per Each (A+B+C+D)/25 Rs: 1016.30

IRR-DAW-1-14with 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

Consider 25 anchor rods for analysis.


A. MATERIALS: 25.00 Nos.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of 50 mm dia drill bit Rm 31.25 62.50 1953.132 Use rate of air hose 50 m 1 Nos. Hour 3.00 18.63 55.893 Anchor rod 25 mm dia kg 277.92 46.50 12923.284 Cement kg 62.50 4.00 250.005 Gas for splitting anchor rods LS 5.00 37.20 186.006 Steel wedges LS 10.00 16.00 160.00

Total cost of Materials Rs: 15528.30B. MACHINERY:Sl No Description Unit Quantity Rate Amount





in Rs. in Rs1 Crew for Air compressor Hour 3.00 142.40 427.202 Crew for Waggon drill Hour 3.00 244.90 734.703 Bar bender Day 0.50 450.00 225.004 Mason Cl- II Day 0.50 345.00 172.505 Gas cutter Day 1.00 385.00 385.006 mazdoor Day 2.00 295.00 590.00


ABSTRACT:


Lead Charges for 1Km for Cement (including Loading and Unloading Charges)

Lead Charges for 1Km for Steel (including Loading and Unloading Charges)

Providing and fixing 25 mm dia. 2.75 m long ribbed steel anchor rods

etc., complete with initial lead upto 1 km and all lifts.


65

A. Cost of Materials Rs: 15528.30B. Hire charges of Machinery Rs: 2361.90C. Cost of Labour Rs: 2534.40

Total Rs: 20424.60

14% Rs. 2859.44

0.06 tonne @ 124.6 Rs./Tonne 7.7875

0.28 tonne @ 145.6 Rs./Tonne 40.465152Total cost for 25.00 Nos. Rs: 23332.29Rate per Each (A+B+C+D)/25 Rs: 933.30

IRR-DAW-2 REINFORCEMENT & CEMENT CONCRETE WORKS :

IRR-DAW-2-1Aoverlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc.,

overlaps and wastage as per NHAI-dataLap jointing considered for bars upto 36 mm diameter.



in Rs. in Rs1 Rein.Steel with 5 % wastage tonne 1.05 46500.00 48825.002 Binding wire 1.25 mm dia kg 9.00 70.00 630.00



in Rs. in RsTotal hire charges of Machinery Rs: 0.00


in Rs. in Rs1 Bar bender Day 2.00 450.00 900.002 mazdoor Day 6.84 295.00 2017.80

Total cost of Labour 2917.80labour component/unit qty 2917.80Add contractor's profit and overhead charges 14% 408.50labour component/unit qty (including contractor's profit) 3326.30

ABSTRACT:A.MATERIAL 49455.00B.MACHINERY 0.00C. LABOUR 2917.80Total 52372.80D.Add for contractor's profit and overheads on A+B+C 14% 7332.19

145.60 Rs/Tonne 152.88Total cost for 1.00 tonne 59857.87

Rate per/ TON.=(A+B+C+D) / I 59857.87

IRR-DAW-2-1B

annealed steel wire, including cost of all materials, machinery, labour etc.,

overlaps and wastage as per NHAI-datawelding joints considered for bars above 36 mm diameter.

DATA: RATE ANALYSIS UNIT :A. MATERIALS: 1.00 tonneSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Rein.Steel with 2.5 % wastage tonne 1.025 46500.00 47662.503 Welding electrodes 5 per joint and 14 joints per ton One 70.00 11.00 770.00



in Rs. in Rs1 welding machine hour 10.00 16.00 160.00

fuel charges hour 10.00 91.30 913.00Total hire charges of Machinery Rs: 1073.00


in Rs. in Rs1 welder day 2.50 385.00 962.502 Bar bender Day 2.00 450.00 900.003 mazdoor Day 6.84 295.00 2017.80

Total cost of Labour 3880.30labour component/unit qty 3880.30Add contractor's profit and overhead charges 14% 543.20labour component/unit qty (including contractor's profit) 4423.50

ABSTRACT:A. Cost of Materials 48432.50B. Hire charges of Machinery 1073.00




Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods

complete with initial lead upto 1 km and all lifts.


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



66

C. Cost of Labour 3880.30Total 53385.80D.Add for contractor's profit and overheads on A+B+C 14% 7474.01

145.60 Rs/Tonne 149.24Total cost for 1.00 tonne 61009.05

Rate per/ TON.=(A+B+C+D) / I 61009.05

IRR-DAW-2-2

materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing

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 )



in Rs. in Rs1 Cement for mix kg 60000.00 4.00 240000.00

Cement for incidentals @ 3 kg / cum kg 720.00 4.00 2880.002 Coarse aggregate 80-40 mm cum 94.08 635.00 59740.80

Coarse aggregate 40-20 mm cum 70.56 1145.00 80791.20Coarse aggregate 20-10 mm cum 47.04 1210.00 56918.40Coarse aggregate 10 mm below cum 23.52 875.00 20580.00

3 Fine aggregate (Un-screened ) cum 84.00 462.00 38808.004 Super Plasticizer or AEA kg 240.00 80.00 19200.005 Use rate of shuttering sqm 120.00 353.76 42451.20



in Rs. in Rs1 Batching plant Hour 8.00 518.10 4144.80

Fuel / Energy charges Hour 8.00 418.50 3348.002 Air compressor 7 cmm ( ele ) Hour 8.00 131.90 1055.20

Fuel / Energy charges Hour 8.00 342.40 2739.203 Tipper Hour 32.00 446.70 14294.40

Fuel / Energy charges Hour 32.00 322.20 10310.404 Tower crane 5 t Hour 16.00 867.10 13873.60

Fuel / Energy charges Hour 16.00 197.80 3164.805 Concrete bucket Hour 40.00 15.80 632.00

Fuel / Energy charges Hour 40.00 0.00 0.006 10 hp pump ( ele ) Hour 8.00 6.70 53.60

Fuel / Energy charges Hour 8.00 76.10 608.807 Needle vibrator 60 mm dia ( ele ) Hour 16.00 9.70 155.20




in Rs. in Rs1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Air compressor Hour 8.00 142.40 1139.203 Crew for Tipper ( 4 ) Hour 32.00 153.10 4899.204 Crew for Tower crane ( 2 ) Hour 16.00 163.30 2612.805 Crew for Pump Hour 8.00 72.10 576.806 Crew for Needle vibrator ( 2 ) Hour 16.00 136.60 2185.607 Mason Class-I Day 4.00 385.00 1540.008 Foreman Day 2.00 440.00 880.009 mazdoor

for silo ( cement handling ) Day 2.00 295.00 590.00for batching plant Day 2.00 295.00 590.00for conveyor system Day 2.00 295.00 590.00for laying & vibrating Day 6.00 295.00 1770.00for cleaning / washing / curing Day 2.00 295.00 590.00

10 Labour cost for shuttering sqm 120.00 112.95 13554.00Total cost of Labour Rs: 33868.00

labour component/unit qty 141.10Add contractor's profit and overhead charges 14% 19.80labour component/unit qty (including contractor's profit) 160.90


Total Rs: 650210.00Add for conveyor system @ 3.00% 19506.30Add for electric sub-station/ Demand charges @ 2.5% 16255.25Add for trestle bridge for tower crane track @ 4.0% 26008.40

Total Rs: 711979.95

14% Rs. 99677.19Lead Charges for 1 Km for FA 84.00 cum @ 31.5 Rs./Cum 2646Lead Charges for 1 Km for CA 235.20 cum @ 30.4 Rs./Cum 7150.08

60.72 tonne @ 124.6 Rs./Tonne 7565.712Total cost for 240.00 cum Rs: 829018.93


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

etc.,complete for plain concrete works with initial lead upto 1 km and




67

Rate per cum (A+B+C+D)/240 Rs: 3454.20

IRR-DAW-2-2ANew Item1-2010-11


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 )






3 Fine aggregate (Un-Screened ) cum 96.00 462.00 44352.004 Super Plasticizer or AEA kg 288.00 80.00 23040.005 Use rate of shuttering sqm 120.00 353.76 42451.20



in Rs. in Rs1 Batching plant Hour 8.00 518.10 4144.80
















Total Rs: 755326.1814% Rs. 105745.67

Lead Charges for 1 Km for FA 96.00 cum @ 31.5 Rs./Cum 3024Lead Charges for 1 Km for CA 216.00 cum @ 30.4 Rs./Cum 6566.40

72.72 tonne @ 124.6 Rs./Tonne 9060.912Total cost for 240.00 cum Rs: 879723.16Rate per cum (A+B+C+D)/240 Rs: 3665.50

IRR-DAW-2-3

materials, machinery, labour, formwork, centering, scaffolding, cleaning,





Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than10 N / sq mm ) grade cement concrete using 80 mm down size approved, clean, hard, graded aggregates including cost of all


68

batching, mixing, placing in position, levelling, vibrating, finishing, curing

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)



in Rs. in Rs1 Cement for mix kg 52800 4.00 211200.00



3 Fine aggregate (Un-Screened ) cum 88.8 462.00 41025.604 Super Plasticizer or AEA kg 211.20 80.00 16896.005 Use rate of shuttering sqm 120.00 353.76 42451.20



in Rs. in Rs1 Batching plant 2 x 1.5 cum Hour 8.00 518.10 4144.80
















Total Rs: 680349.34

14% Rs. 95248.91Lead Charges for 1 Km for FA 88.80 cum @ 31.5 Rs./Cum 2797.2Lead Charges for 1 Km for CA 235.20 cum @ 30.4 Rs./Cum 7150.08


IRR-DAW-2-4


face, energy dissipating structures, training walls, piers, abutments and

( Cement content : 310 kg / cum with use of super plasticiser,


D.Add for contractor's profit and overheads on (A+B+C+other percentages)



etc.,complete for RCC works of gallery, sluice, spillway crest, spillway d / s

such other locations with initial lead upto 1 km and all lifts.


69

CA : 0.90 cum, blending ratio of CA--50:30:20, FA : 0.40 cum)



in Rs. in Rs1 Cement for mix kg 74400 4.00 297600.002 Cement for incidentals @ 3 kg / cum kg 720.00 4.00 2880.00

Coarse aggregate 40-20 mm cum 108 1145.00 123660.00Coarse aggregate 20-10 mm cum 64.8 1210.00 78408.00Coarse aggregate 10 mm below cum 43.2 875.00 37800.00

3 Fine aggregate (Un-Screened ) cum 96 462.00 44352.004 Super Plasticizer or AEA kg 297.60 80.00 23808.005 Use rate of shuttering sqm 360.00 353.76 127353.606 Scaffolding of shuttering @ 15% 19103.04













in Rs. in Rs1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Air compressor Hour 8.00 142.40 1139.203 Crew for Tipper ( 4 ) Hour 32.00 153.10 4899.204 Crew for Tower crane ( 2 ) Hour 16.00 163.30 2612.805 Crew for Pump Hour 8.00 72.10 576.806 Crew for Needle vibrator ( 2 ) Hour 16.00 136.60 2185.607 Mason Class-I Day 4.00 385.00 1540.008 Foreman Day 2.00 440.00 880.009 mazdoor 0.00


10 Labour cost for shuttering sqm 360.00 112.95 40662.0011 Labour cost for scaffolding @ 15% 6099.30



Total Rs: 877012.34Add for aggregate conveyor system @ 3.0% 26310.37Add for electric sub-station / Demand charges @ 2.50% 21925.31Add for trestle bridge for tower crane track @ 4.0% 35080.49

Total Rs: 960328.51



IRR-DAW-2-4Anew Item2-2010-11



( 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)


A. MATERIALS: 240.00 cum







70


1 Cement for mix kg 86400 4.00 345600.002 Cement for incidentals @ 3 kg / cum kg 720.00 4.00 2880.00

Coarse aggregate 40-20 mm cum 108 1145.00 123660.00Coarse aggregate 20-10 mm cum 64.8 1210.00 78408.00Coarse aggregate 10 mm below cum 43.2 875.00 37800.00




















Total Rs: 1017093.31



IRR-DAW-2-4Bnew Item3-2010-11



( Cement content : 380 kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum)



in Rs. in Rs1 Cement for mix kg 91200 4.00 364800.002 Cement for incidentals @ 3 kg / cum kg 720.00 4.00 2880.00







71

Coarse aggregate 20-10 mm cum 140.4 1210.00 169884.00Coarse aggregate 10 mm below cum 75.6 875.00 66150.00




















Total Rs: 1035601.00



IRR-DAW-2-5


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)




Cement for incidentals @ 3 kg kg 42.00 4.00 168.002 Coarse aggregate 40-20 mm cum 6.3 1145.00 7213.50


3 Fine aggregate (Un-Screened ) cum 5.6 462.00 2587.204 Super plasticizer kg 14.56 80.00 1164.805 Use rate of shuttering sqm 14.00 235.84 3301.766 Use rate of scaffolding @ 15% 495.26






72



in Rs. in Rs1 Concrete mixer 300 / 200 ltr ( ele ) Hour 8.0 51.70 413.60





in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 Crew for Needle vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 1.00 385.00 385.005 mazdoor

for batching cement ( cement handling Day 2.00 295.00 590.00for batching other materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 3.00 295.00 885.00for conveying concrete Day 14.00 295.00 4130.00for cleaning / washing / curing Day 1.00 295.00 295.00

6 Labour cost of shuttering sqm 14.00 75.30 1054.207 Labour cost of scaffolding @ 15% 158.13



Total Rs: 51210.15



IRR-DAW-2-6

sinking plums of size 150 to 80 mm upto 15 percent for gravity type

scaffolding, cleaning, batching, mixing, placing in position, levelling,

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 ANALYSISA. MATERIALS: UNIT: 16.45 cumSl No Particulars Unit Quantity Rate Amount




3 Plums of size 150 to 80 mm cum 4.11 340.00 1398.254 Fine aggregate (Un-Screened ) cum 5.59 462.00 2583.975 Super Plasticizer kg 17.11 80.00 1368.646 Use rate of shuttering for 40 uses sqm 16.45 235.84 3879.577 Scaffolding of shuttering @ 15% 581.94








in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 Crew for Needle vibrator Hour 8.00 136.60 1092.80



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

structures including cost of all materials, machinery, labour, formwork,

vibrating, finishing, curing etc.,complete with initial lead upto 1 km and


73

4 Mason Class-I Day 1.00 385.00 385.005 work inspector Day 1.00 370.00 370.006 mazdoor

for batching cement ( cement handling Day 2.00 295.00 590.00for batching other materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for loading plums Day 1.00 295.00 295.00for laying concrete and plums Day 4.00 295.00 1180.00for conveying concrete Day 13.99 295.00 4125.87for conveying plums Day 3.00 295.00 885.00for cleaning / washing / curing Day 1.00 295.00 295.00

7 Labour for shuttering sqm 16.45 75.30 1238.698 Labour for scaffolding @ 15% 185.80



Total Rs: 58215.23

14% Rs. 8150.13Lead Charges for 1 Km for FA 5.59 cum @ 31.5 Rs./Cum 176.1795Lead Charges for 1 Km for CA and Plums 16.77 cum @ 30.4 Rs./Cum 509.88

4.33 tonne @ 124.6 Rs./Tonne 539.06321Total cost for 16.45 cum Rs: 67590.49Rate per cum (A+B+C+D)/16.45 Rs: 4108.80

IRR-DAW-2-7


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)




Cement for incidentals @ 3 kg/ cum kg 49.59 4.00 198.362 Coarse aggregate 40-20 mm cum 7.44 1145.00 8517.08


3 Fine aggregate (Un-Screened ) cum 6.61 462.00 3054.744 Super plasticizer kg 14.55 80.00 1163.715 Use rate of shuttering sqm 16.53 235.84 3898.446 Use rate of scaffolding @ 15% 584.77
















etc.,complete for plain concrete works with initial lead upto 1 km and all


74

Total Rs: 55873.60



IRR-DAW-2-8


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)





Coarse aggregate 10 mm below cum 4.44 875.00 3888.153 Fine aggregate (Un-Screened ) cum 6.98 462.00 3226.054 Super plasticiser kg 17.77 80.00 1421.955 Use rate of shuttering sqm 15.87 235.84 3742.786 Use rate of scaffolding @ 15% 561.42













Total Rs: 56445.00



IRR-DAW-2-9

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

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)





etc.,complete for plain concrete works with initial lead upto 1 km and all



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

etc.,complete for RCC works of spillway bridge, blockouts and such other similar structures with conjested reinforcement with initial lead


75




Coarse aggregate 10 mm below cum 3.77 875.00 3300.153 Fine aggregate (Un-Screened ) cum 5.93 462.00 2738.184 Super plasticiser ltr 17.78 80.00 1422.435 Use rate of shuttering sqm 33.68 235.84 7941.916 Scaffolding of shuttering @ 100% 7941.91



in Rs. in Rs1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 51.70 413.60





in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 Crew for Needle vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 1.00 385.00 385.005 mazdoor 0.00

for batching cement ( cement handling ) Day 2.00 295.00 590.00for batching other materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 3.00 295.00 885.00for conveying concrete Day 13.47 295.00 3973.65for cleaning/ washing/ curing Day 1.00 295.00 295.00




Total Rs: 68405.5514% Rs. 9576.78

Lead Charges for 1 Km for FA 5.93 cum @ 31.5 Rs./Cum 186.6942Lead Charges for 1 Km for CA 10.78 cum @ 30.4 Rs./Cum 327.59


IRR-DAW-2-10

volume including cost of all materials, machinery, labour, formwork, curing

(M15 Cement content : 400kg/cum, CA : 1cum, Blending Ratio of CA -- 65:35)



in Rs. in Rs1 Cement kg 3424 4.00 13696.002 Coarse aggregate 20-10 mm cum 5.56 1210.00 6732.443 Coarse aggregate 10-4.75 mm cum 3.00 875.00 2621.504 Use rate of shuttering sqm 76.00 65.68 4991.76







in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 72.10 36.053 Mason Class-I Day 1.00 385.00 385.004 mazdoor



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 mm down approved, clean, hard, graded coarse aggregates in 1 : 3.50 proportion by



76

for batching cement ( cement handling Day 2.00 295.00 590.00for batching other materials Day 6.00 295.00 1770.00for loading mortar pans Day 2.00 295.00 590.00for laying & packing concrete Day 2.00 295.00 590.00for conveying concrete Day 8.56 295.00 2525.20

5 Fitter shuttering Day 3.00 345.00 1035.00Total cost of Labour Rs: 9039.65



Total Rs: 37840.35

14% Rs. 5297.65Lead Charges for 1 Km for CA 8.56 cum @ 30.4 Rs./Cum 260.22

3.42 tonne @ 124.6 Rs./Tonne 426.6304Total cost for 20.00 Rm Rs: 43824.85Rate per Rm (A+B+C+D)/20 Rs: 2191.20

IRR-DAW-2-11(a)

all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing

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

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)



in Rs. in Rs1 Cement mix kg 3034.5 4.00 12138.00


Coarse aggregate 10-4.75 mm cum 2.43 875.00 2126.253 Fine aggregate (Un-Screened ) cum 3.81 462.00 1760.224 Super plasticiser kg 12.14 80.00 971.045 Use rate of shuttering sqm 95.00 235.84 22404.806 Scaffolding of shuttering @ 15% 3360.727 Sundries LS 2.00 41.00 82.00




Fuel / Energy charges Hour 8.00 38.00 304.002 Needle vibrator 40 mm ( ele ) Hour 8.00 8.00 64.00




in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 72.10 36.053 Crew for Vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 2.00 385.00 770.005 work inspector Day 1.00 370.00 370.006 mazdoor

for batching cement ( cement handling ) Day 2.00 295.00 590.00for batching other materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for laying & packing concrete Day 2.00 295.00 590.00for conveying concrete Day 8.67 295.00 2557.65



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

etc.,complete for RCC solid parapet consisting of 35 cm x 20 cm kerb,

kerb and coping chamferred / rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate )


77

for curing & miscellaneous Day 2.00 295.00 590.007 Labour for shuttering sqm 95.00 75.30 7153.508 Labour for scaffolding @ 15% 1073.03

Total cost of Labour Rs: 20176.43labour component/unit qty 560.50Add contractor's profit and overhead charges 14.00% 78.50labour component/unit qty (including contractor's profit) 639.00


Total Rs: 69533.76



IRR-DAW-2-12(b)


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

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)



in Rs. in Rs1 Cement mix kg 2450 4.00 9800.00

Cenent for incidentals @ 5 kg / cum kg 35.00 4.00 140.002 Coarse aggregate 20-10 mm cum 3.64 1210.00 4404.40

Coarse aggregate 10-4.75 mm cum 1.96 875.00 1715.003 Fine aggregate (Un-Screened ) cum 3.08 462.00 1422.964 Super plasticiser kg 9.80 80.00 784.005 Use rate of shuttering sqm 115.00 235.84 27121.606 Scaffolding of shuttering @ 15% 4068.247 Sundries LS 2.00 41.00 82.00



in Rs. in Rs1 Concrete mixer 300 / 200 ltr ( ele Hour 8.00 51.70 413.60

Fuel / Energy charges Hour 8.00 38.00 304.002 Needle vibrator 40 mm ( ele ) Hour 8.00 8.00 64.00




in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 72.10 36.053 Crew for Vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 2.00 385.00 770.005 work inspector Day 1.00 370.00 370.006 mazdoor

for batching cement ( cement handling ) Day 2.00 295.00 590.00for batching other materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for laying & packing concrete Day 2.00 295.00 590.00




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,

kerb and coping chamferred or rounded as directed etc., complete ( excluding cost of providing and placing reinforcement steel and gate ) with


78

for conveying concrete Day 7.00 295.00 2065.00for curing & miscellaneous Day 2.00 295.00 590.00

7 Labour for shuttering sqm 115.00 75.30 8659.508 Labour for scaffolding @ 15% 1298.93



Total Rs: 71837.6814% Rs. 10057.27



IRR-DAW-2-13

of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing,

with initial lead upto 1 km and all lifts. ( Cement content : 380 kg / cum with use of super plasticiser(0.4% bywt. of cement, CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum)





Coarse aggregate 10 mm below cum 3.276 875.00 2866.503 Fine aggregate (Un-Screened ) cum 5.265 462.00 2432.434 Super Plasticizer kg 17.78 80.00 1422.725 Use rate of shuttering sqm 5.85 235.84 1379.666 Sundries ( asphalt mortar etc ) LS 5.00 41.00 205.00



in Rs. in Rs1 Concrete mixer 300/200 ltr ( ele ) Hour 8.00 51.70 413.60




in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 72.10 36.053 Mason Class-I Day 3.00 385.00 1155.004 work inspector Day 1.00 370.00 370.005 mazdoor

for batching cement ( cement handling ) Day 2.00 295.00 590.00for batching materials Day 9.00 295.00 2655.00for loading mortar pans Day 4.00 295.00 1180.00for laying & compacting Day 5.00 295.00 1475.00for conveying concrete Day 11.70 295.00 3451.50for cleaning/ washing/ curing Day 1.00 295.00 295.00


labour component/unit qty 1125.30Add contractor's profit and overhead charges 14.00% 157.50labour component/unit qty (including contractor's profit) 1282.80


Total Rs: 47611.41



IRR-DAW-2-14range of 18 to 21 C at the concrete placement point by inundation of coarse



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

curing, packing joints with asphalt mortar etc., complete



Pre-cooling to control placement temperature of cement concrete in the


79

aggregates and adding flaked ice as part of mixing water including cost of


A. MATERIALS: 500 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Sundries ( amonia gas etc) LS 3.00 41.00 123.00

0.00 0.00 0.00Total cost of Materials Rs: 123.00


in Rs. in Rs1 Ice maker unit consisting of: Hour 24.00 170.20 4084.80

Compressor 125 hp - 1 NoCondenser 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 -1Ice elevator with 5 hp motor - 1 No.Fuel / Energy charges for system Hour 24.00 1084.30 26023.20



in Rs. in Rs1 Crew for Ice maker unit Hour 24.00 113.90 2733.602 mazdoor

for Ice chamber ( 2 x 3 ) Day 6.00 295.00 1770.00for miscellaneous works ( 1 x 3 ) Day 3.00 295.00 885.00



Total Rs: 35619.60


IRR-DAW-2-15cleaning and preparing surface, mixing and applying adhesive, fixing bearing in correct position etc., including cost of all materials except bearings,


A. MATERIALS: 6.00 Nos.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Synthetic adhesive ( Resin + Hardener) kg 0.60 348.00 208.802 Sundries LS 2.00 41.00 82.00



in Rs. in Rs1 Nil 0.00 0.00 0.00

0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs1 Marker / Erector Day 1.00 440.00 440.002 work inspector Day 1.00 370.00 370.003 mazdoor Day 2.00 295.00 590.00



Total Rs: 1690.8014% Rs. 236.71

Total cost for 6.00 Nos. Rs: 1927.51Rate per Each (A+B+C+D)/6 Rs: 321.30

IRR-DAW-2-16

1 : 4 proportion including 10 cm thick sand backing at the junction of wall

all materials, machinery, labour etc., complete with all leads and lifts.


Conveying and fixing elastomeric bearing for spillway bridge including

machinery, labour etc., complete with all leads and lifts.


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


80

with lead upto 1 km and all lifts.



in Rs. in Rs1 150 mm dia hume pipe Rm 2.90 330.00 957.002 Cement kg 3.00 4.00 12.003 20 - 10 mm coarse aggregate cum 0.01 1210.00 9.684 Sand for filling cum 0.02 342.00 6.84



in Rs. in Rs1 Nil 0.00 0.00 0.00



in Rs. in Rs1 Mason Class-II Day 0.25 345.00 86.252 mazdoor Day 0.25 295.00 73.75



Total Rs: 1145.5214% Rs. 160.37



IRR-DAW-2-1775 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



in Rs. in Rs1 Structural steel plate kg 50.70 46.00 2332.202 Structural steel angle kg 104.50 45.00 4702.503 12 dia steel anchors kg 27.40 46.50 1274.104 Welding electrodes Nos 70.00 11.00 770.005 Joint filler board 19 mm thick sqm 1.00 630.00 630.006 Sundries ( cutting gas / paint etc ) LS 1.50 41.00 61.50



in Rs. in Rs1 Welding set Hour 8.00 16.00 128.00

Fuel / Energy charges Hour 8.00 91.30 730.402 Sundries (cutting torch/ welding guns etc) LS 2.00 41.00 82.00



in Rs. in Rs1 Marker / Fabricator / Erector Day 1.50 440.00 660.002 Gas cutter / Welder Day 1.50 385.00 577.503 mazdoor Day 2.00 295.00 590.00



Total Rs: 12538.2014% Rs. 1755.35

0.18 tonne @ 145.6 Rs./Tonne 26.58656Total cost for 7.50 Rm Rs: 14320.14

and soil back fill, cost of all materials, machinery, labour etc., complete



Providing and forming expansion joint for spillway bridge consisting of

wearing coat, painting etc., complete with lead upto 1 km and all lifts.




81

Rate per Rm (A+B+C+D)/7.50 Rs: 1909.40

IRR_DAW-3 MASONRY & GUNITING WORKS :

IRR-DAW-3-1

materials, machinery, labour, scaffolding, cleaning, packing mortar, wedging

( Cement content : 190 kg/cum of masonry, rubble stones : 0.85 cum, stone chips : 0.15 cum/cum, FA : 0.4 cum)



in Rs. in Rs1 Cement for mortar kg 4750 4.00 19000.002 Rubble stones cum 21.25 318.00 6757.503 Stone chips cum 3.75 340.00 1275.004 Sand (Screened ) cum 10 606.00 6060.00







in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 work inspector Day 1.00 370.00 370.004 Mason Class-I Day 2.50 385.00 962.505 Mason Class-II Day 4.00 345.00 1380.006 Chavali Day 16.00 345.00 5520.007 mazdoor

for batching cement ( cement handling ) Day 2.00 295.00 590.00for batching sand Day 6.00 295.00 1770.00for loading mortar pans Day 4.00 295.00 1180.00for laying & packing mortar Day 10.00 295.00 2950.00for loading chips Day 1.00 295.00 295.00for washing rubble / finishing / curing Day 4.00 295.00 1180.00for conveying mortar / chips Day 12.00 295.00 3540.00



Total Rs: 55220.90

14% Rs. 7730.93Lead Charges for 1 Km for FA 10.00 cum @ 31.5 Rs./Cum 315Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ 30.4 Rs./Cum 760.00


IRR-DAW-3-2

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)For 1 cum masonry :-



in Rs. in Rs1 Cement for mortar kg 3575 4.00 14300.002 Rubble stones cum 21.25 318.00 6757.503 Stone chips cum 3.75 340.00 1275.004 Sand (Screened ) cum 10 606.00 6060.00



in Rs. in Rs1 Concrete mixer 300 / 200 ltr(ele) Hour 8.00 51.70 413.60

Fuel / Energy charges Hour 8.00 38.00 304.002 10 hp pump Hour 1.00 6.70 6.70

Fuel / Energy charges Hour 1.00 76.10 76.10

Providing and constructing un-coursed rubble stone masonry using approved stones in cement mortar 1 : 3 proportion including cost of all

stone chips, curing etc., complete with initial lead upto 1 km and all lifts.



Providing and constructing un-coursed rubble stone masonry using approved stones incement 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


82



in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 work inspector Day 1.00 370.00 370.004 Mason Class-I Day 2.50 385.00 962.505 Mason Class-II Day 4.00 345.00 1380.006 Chavali Day 16.00 345.00 5520.007 mazdoor




Total Rs: 50520.9014% Rs. 7072.93

Lead Charges for 1 Km for FA 10.00 cum @ 31.5 Rs./Cum 315Lead Charges for 1 Km for Stones/Stone Chips 25.00 cum @ 30.4 Rs./Cum 760.00


IRR-DAW-3-3

of all materials, machinery, labour, scaffolding, ramps, cleaning, packing

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)



in Rs. in Rs1 Cement for mortar kg 4450 4.00 17800.002 Coursed rubble stone 30 x 30 x 45 cm Nos 244 20.00 4880.003 Coursed rubble stone 30 x 30 x 60 cm Nos 82 23.00 1886.004 Rubble stones cum 8.75 318.00 2782.505 Stone chips cum 3.75 340.00 1275.006 Sand (Screened ) cum 9.375 606.00 5681.25







in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -II Day 7.00 345.00 2415.005 Mason Class-I Day 2.50 385.00 962.506 Mason Class-II Day 4.00 345.00 1380.007 Chavali Day 16.00 345.00 5520.008 mazdoor



ABSTRACT:A. Cost of Materials Rs: 34304.75



Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 3 proportion including cost

mortar, wedging stone chips, curing etc., with initial lead upto 1 km


83

B. Hire charges of Machinery Rs: 800.40C. Cost of Labour Rs: 23743.00

Total Rs: 58848.1514% Rs. 8238.74

Lead Charges for 1 Km for FA 9.38 cum @ 31.5 Rs./Cum 295.3125Lead Charges for 1 Km for Stones/Stone Chips 26.81 cum @ 30.4 Rs./Cum 815.02


IRR-DAW-3-4

all materials, machinery, labour, scaffolding, ramps, cleaning, packing

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)










in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -II Day 7.00 345.00 2415.005 Mason Class-I Day 2.50 385.00 962.506 Mason Class-II Day 4.00 345.00 1380.007 Chavali Day 16.00 345.00 5520.008 mazdoor




Total Rs: 54448.15

14% Rs. 7622.74Lead Charges for 1 Km for FA 9.38 cum @ 31.5 Rs./Cum 295.3125Lead Charges for 1 Km for Stones/Stone Chips 26.81 cum @ 30.4 Rs./Cum 815.02


IRR-DAW-3-5

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)


A. MATERIALS: 25.00 cum



Providing and constructing coursed rubble face stone masonry using approved rubble stones in cement mortar 1 : 4 proportion including cost of

mortar, wedging stone chips, curing etc., with initial lead upto 1 km and



Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 3 proportion


84


1 Cement for mortar kg 4175 4.00 16700.002 Coursed rubble stone 30 x 30 x 45 cm Nos 250 20.00 5000.003 Coursed rubble stone 30 x 30 x 60 cm Nos 85 23.00 1955.004 Rubble stones cum 8.75 318.00 2782.505 Stone chips cum 3.75 340.00 1275.006 Sand (Screened ) cum 8.75 606.00 5302.50







in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.103 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -I Day 14.00 385.00 5390.005 Stone chiseller Cl -II Day 7.00 345.00 2415.006 Mason Class-I Day 2.50 385.00 962.507 Mason Class-II Day 4.00 345.00 1380.008 Chavali Day 16.00 345.00 5520.009 mazdoor




Total Rs: 62948.40

14% Rs. 8812.78Lead Charges for 1 Km for FA 8.75 cum @ 31.5 Rs./Cum 275.625Lead Charges for 1 Km for Stones/Stone Chips 27.22 cum @ 30.4 Rs./Cum 827.34


IRR-DAW-3-6

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)










in Rs. in Rs1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 1.00 72.10 72.10



Providing and constructing chisel drafted and hammer dressed face stone masonry with approved stones in cement mortar 1 : 4 proportion


85

3 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -I Day 14.00 385.00 5390.005 Stone chiseller Cl -II Day 7.00 345.00 2415.006 Mason Class-I Day 2.50 385.00 962.507 Mason Class-II Day 4.00 345.00 1380.008 Chavali Day 16.00 345.00 5520.009 mazdoor

for batching cement ( cement handling Day 2.00 295.00 590.00for batching sand Day 6.00 295.00 1770.00for loading mortar pans Day 4.00 295.00 1180.00for laying & packing mortar Day 10.00 295.00 2950.00for loading chips Day 1.00 295.00 295.00for washing rubble / finishing / curing Day 4.00 295.00 1180.00for conveying mortar / chips Day 12.00 295.00 3540.00



Total Rs: 58748.4014% Rs. 8224.78

Lead Charges for 1 Km for FA 8.75 cum @ 31.5 Rs./Cum 275.625Lead Charges for 1 Km for Stones/Stone Chips 27.22 cum @ 30.4 Rs./Cum 827.34


IRR-DAW-3-7

joints, pressing mortar into joints, cost of all materials, labour, scaffolding,



in Rs. in Rs1 Cement kg 455.446 4.00 1821.782 Sand (Screened ) cum 0.735 606.00 445.41



in Rs. in Rs1 NIL 0.00 0.00 0.00

(Manual mixing ) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs1 Mason Class-I Day 10.00 385.00 3850.002 mazdoor Day 10.00 295.00 2950.00



Total Rs: 9067.19


0.46 tonne @ 124.6 Rs./Tonne 56.7485716Total cost for 100.00 sqm Rs: 10416.51Rate per sqm (A+B+C+D)/100 Rs: 104.20

IRR-DAW-3-8

joints, pressing mortar into joints, cost of all materials, labour, scaffolding,



in Rs. in Rs1 Cement kg 321.80 4.00 1287.202 Sand (Screened ) cum 0.74 606.00 445.41





Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 2 proportion by volume including raking and cleaning

finishing, curing etc., complete with initial lead upto 1 km and all lifts.



Providing cement mortar pointing to coursed rubble face stone masonry 50 mm deep in CM 1 : 3 proportion by volume including raking and cleaning

finishing, curing etc., complete with initial lead upto 1 km and all lifts.


86

in Rs. in Rs1 NIL 0.00 0.00 0.00

Manual mixing ) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs1 Mason Class-I Day 10.00 385.00 3850.002 mazdoor Day 10.00 295.00 2950.00



Total Rs: 8532.61



IRR_DAW-4 CONTRACTION JOINT WORKS:

IRR-DAW-4-1

labour, raking-out and cleaning joints, scaffolding wherever required and all

all lifts.



in Rs. in Rs1 Cement kg 609.90 4.00 2439.602 Sand (Screened ) cum 1.09 606.00 660.543 Use rate of grout hose 25 m Hour 8.00 5.47 43.754 Use rate of water hose 25 m Hour 8.00 6.84 54.755 Use rate of guniting nozzle Hour 8.00 3.50 28.006 Sundries LS 2.00 41.00 82.00



in Rs. in Rs1 Guniting equipment Hour 8.00 110.10 880.80






in Rs. in Rs1 Crew for Guniting equipment Hour 8.00 189.80 1518.402 Crew for Air compressor Hour 8.00 142.40 1139.203 Crew for pump Hour 1.00 72.10 72.104 Mason Cl II Day 1.00 345.00 345.005 mazdoor

for cement handling Day 2.00 295.00 590.00for sand Day 2.00 295.00 590.00mazdoor for other works Day 2.00 295.00 590.00



Total Rs: 13989.34Add for scaffolding 3% 349.73

Total Rs: 14339.07



IRR-DAW-4-2



Providing 25 mm thick guniting to rock or masonry surface in cement mortar 1 : 3 proportion by weight including cost of all materials, machinery,

other ancillary operations etc., complete with initial lead upto 1 km and



Providing and constructing contraction joints by fixing 16 SWG 60 cm


87

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.



in Rs. in Rs1 Copper sheet 16 SWG kg 215.00 695.00 149425.002 Reinforcement steel 8 mm dia kg 30.00 46.50 1395.003 GI pipe 15 mm dia Rm 24.00 110.00 2640.004 Asphalt kg 192.00 43.00 8256.005 Elbows / Nipple / Plugs etc., LS 5.00 17.00 85.006 Soldering materials LS 40.00 17.00 680.00



in Rs. in Rs1 Steam circulation arrangement LS 8.00 17.00 136.00

Fuel charges ( gas for heating ) LS 10.00 17.00 170.00Total hire charges of Machinery Rs: 306.00


in Rs. in Rs1 Welder Day 1.00 385.00 385.002 Tinsmith Day 1.00 385.00 385.003 Bar bender Day 0.50 450.00 225.004 Pipe fitter Day 0.50 440.00 220.005 Mason Class-I Day 0.50 385.00 192.506 mazdoor Day 1.00 295.00 295.00



Total Rs: 164489.50

14% Rs. 23028.53Total cost for 12.00 Rm Rs: 187518.03Rate per Rm (A+B+C+D)/12 Rs: 15626.50

IRR-DAW-4-3

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,


A. MATERIALS: 12.00 Rm.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 PVC water stops 310 mm wide Rm 24.50 485.00 11882.502 Reinforcement steel 8 mm dia kg 30.00 46.50 1395.003 GI pipe 15 mm dia Rm 24.00 110.00 2640.004 Asphalt kg 192.00 43.00 8256.005 Elbows / Nipple / Plugs etc., LS 5.00 17.00 85.006 Vulcanizing materials LS 25.00 17.00 425.00



in Rs. in Rs1 Steam circulation arrangement LS 8.00 17.00 136.00

Fuel charges ( gas for heating ) LS 10.00 17.00 170.00Total hire charges of Machinery Rs: 306.00


in Rs. in Rs1 Welder Day 0.50 385.00 192.502 Bar bender Day 0.50 450.00 225.003 Pipe fitter Day 0.50 440.00 220.004 Mason Class-I Day 0.50 385.00 192.505 mazdoor Day 1.00 295.00 295.00

Total cost of Labour Rs: 1125.00labour component/unit qty 93.80Add contractor's profit and overhead charges 14% 13.10

wide annealed copper sheets in two lines with 8 mm dia steel dowel


Providing and constructing contraction joints by fixing 310 mm wide central bulb type approved quality PVC water stop in two lines with 8 mm



88

labour component/unit qty (including contractor's profit) 106.90


Total Rs: 26114.50

14% Rs. 3656.03Total cost for 12.00 Rm. Rs: 29770.53Rate per Rm. (A+B+C+D)/12 Rs: 2480.90

IRR-DAW-4-4

rods on either side at 1 metre interval including cost of all materials,



in Rs. in Rs1 Copper sheet 16 SWG kg 77.00 695.00 53515.002 Reinforcement steel 8 mm dia kg 15.00 46.50 697.503 Soldering materials LS 10.00 17.00 170.00



in Rs. in Rs1 Sundries such as soldering gun etc., LS 3.00 41.00 123.00

Fuel charges ( gas ) LS 5.00 17.00 85.00Total hire charges of Machinery Rs: 208.00


in Rs. in Rs1 Welder Day 0.5 385.00 192.502 Tinsmith Day 0.5 385.00 192.503 Bar bender Day 0.5 450.00 225.004 Mason Class-I Day 0.5 385.00 192.505 mazdoor Day 0.5 295.00 147.50



Total Rs: 55540.5014% Rs. 7775.67

Total cost for 8.70 Rm Rs: 63316.17Rate per Rm (A+B+C+D)/8.70 Rs: 7277.70

IRR-DAW-4-5

dowel rods on either side at 1 metre interval including cost of all materials,

lifts.



in Rs. in Rs1 PVC water seal 23 cm wide Rm 9.00 44.00 396.002 Reinforcement steel 10 mm dia kg 10.00 46.50 465.003 Vulcanising materials LS 2.00 17.00 34.00



in Rs. in Rs1 Sundries such as heater etc., LS 0.50 41.00 20.50

Fuel charges for heating LS 0.50 17.00 8.50Total hire charges of Machinery 29.00


in Rs. in Rs1 Welder Day 0.50 385.00 192.502 Bar bender Day 0.50 450.00 225.003 Mason Class-I Day 0.50 385.00 192.504 mazdoor Day 0.50 295.00 147.50



Providing and constructing contraction joints by fixing 16 SWG 60 cm wide annealed copper sheets in single line with 8 mm dia steel dowel



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

machinery, labour, valcunising joints etc., complete with all leads and


89


Total Rs: 1681.5014% Rs. 235.41

Total cost for 8.70 Rm Rs: 1916.91Rate per Rm (A+B+C+D)/8.70 Rs: 220.30

IRR_DAW-5 EARTH / ROCKFILL EMBANKMENT WORKS :

IRR-DAW-5-1

including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified

DATA: RATE ANALYSISUNIT


in Rs. in Rs1 NIL 0.00 0.00 0.00



in Rs. in Rs1 Angle dozer 90 hp Hour 5.50 1715.50 9435.25

Fuel / Energy charges Hour 5.50 656.00 3608.002 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80

Fuel / Energy charges Hour 8.00 937.80 7502.403 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.70 17868.00


Fuel / Energy charges Hour 4.00 38.00 152.005 Water tanker 8000 ltr Hour 8.00 402.50 3220.00

Fuel / Energy charges Hour 8.00 322.20 2577.606 Vibratory Roller 8 tonne Hour 6.50 1342.20 8724.30




in Rs. in Rs1 Crew for Dozer Hour 5.50 204.10 1122.552 Crew for Shovel Hour 8.00 204.10 1632.803 Crew for Tipper Hour 40.00 153.10 6124.004 Crew for Pump Hour 4.00 72.10 288.405 Crew for Water tanker Hour 8.00 153.10 1224.806 Crew for Roller Hour 6.50 227.80 1480.707 work inspector Day 2.00 370.00 740.008 mazdoor Day 4.00 295.00 1180.00



Total Rs: 100719.55


IRR-DAW-5-2

including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil to specified thickness,



in Rs. in Rs1 NIL 0.00 0.00 0.00





Providing hearting embankment using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction

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.


Providing cut-off trench filling using selected impervious soil from approved borrow areas in layers of 25 to 30 cm before compaction

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.


90












Total Rs: 108095.5514% Rs. 15133.38


IRR-DAW-5-3

all materials, machinery, labour, all other operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness,


A. MATERIALS: 630 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 NIL 0.00 0.00 0.00




Fuel / Energy charges Hour 4.00 656.00 2624.002 Shovel 0.85 cum Hour 8.00 1706.60 13652.80

Fuel / Energy charges Hour 8.00 937.80 7502.403 Tipper 5 cum Hour 32.00 446.70 14294.40









ABSTRACT:A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 71450.00


Providing casing embankment using semi-pervious soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of

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.


91

C. Cost of Labour Rs: 11389.20Total Rs: 82839.2014% Rs. 11597.49


IRR-DAW-5-4

of all materials, machinery, labour, all other operations such as re-excavation,sorting out, transportation, spreading in layers of specified thickness,



in Rs. in Rs1 NIL 0.00 0.00 0.00















Total Rs: 107239.66


IRR-DAW-5-4-A

(New Item1 - 2011-12)of all materials, machinery, labour, all other operations such as re-excavation,sorting out, transportation, spreading in layers of specified thickness,

(For Maintenance Works)



in Rs. in Rs1 NIL 0.00 0.00 0.00







Providing casing embankment using semi-pervious soil available from excavation in layers of 25 to 30 cm before compaction including cost

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.


Providing casing embankment using semi-pervious soil available

from excavation in layers of 25 to 30 cm before compaction including cost

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.


92

3 Tipper 5 cum Hour 48.00 446.70 21441.60Fuel / Energy charges Hour 48.00 322.20 15465.60

4 Pump 5 hp ( ele ) Hour 4.00 3.00 12.00Fuel / Energy charges Hour 4.00 38.00 152.00

5 Water tanker 8000 ltr Hour 8.00 402.50 3220.00Fuel / Energy charges Hour 8.00 322.20 2577.60

6 Vibratory Roller 8 tonne Hour 7.00 1342.20 9395.40Fuel / Energy charges Hour 7.00 1108.30 7758.10

7 Sundries LS 5.00 41.00 205.00Total hire charges of Machinery Rs: 92291.40





Total Rs: 107239.66

14% Rs. 15013.55Total cost for 970.00 cum Rs: 122253.21Rate per cum (A+B+C+D)/970 Rs: 126.00Deduct Rate for Proctar's density Control of 95% using 8T roller as per IRR-PMW-3-23 46.10Add Rate for Proctor's Density control of 90% using 2T Roller as per IRR-PMW-3-24 6.10Rate per cum Rs. 86.00

IRR-DAW-5-5

materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods,

with initial lead upto 1 km and all lifts.



in Rs. in Rs1 NIL 0.00 0.00 0.00
















Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all

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


93

Total Rs: 100194.16


IRR-DAW-5-6

1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 80 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Use rate of air hose Hour 16.00 10.94 175.00









Fuel / Energy charges Hour 0.80 322.20 257.767 Pneumatic tampers 2 Nos. Hour 16.00 20.70 331.20




in Rs. in Rs1 Crew for Dozer Hour 0.15 204.10 30.622 Crew for Shovel Hour 0.80 204.10 163.283 Crew for Tipper Hour 3.00 153.10 459.304 Crew for Air compressor Hour 8.00 142.40 1139.205 Crew for Pump Hour 0.40 72.10 28.846 Crew for Water tanker Hour 0.80 153.10 122.487 Crew for Pneumatic tamper Hour 16.00 227.80 3644.808 work inspector Day 1.00 370.00 370.009 mazdoor Day 5.00 295.00 1475.00



Total Rs: 18145.22


IRR-DAW-5-7

stones and spalls in layers, hand packing, wedging, finishing the surface to required slopes

DATA: RATE ANALYSIS



Reconditioning charges @ 10% 1613.532 Use rate of air hose 6 Nos. Hour 60.00 10.94 656.253 Explosive small dia kg 118.00 70.00 8260.004 Electric detonators Nos 159.00 13.00 2067.005 Detonator ordinary Nos 8.00 9.00 72.006 Fuse coil Rm 200.00 11.00 2200.007 Sundries ( waste tyres etc ) LS 10.00 41.00 410.00



in Rs. in Rs1 Air compressor 8.5cmm( diesel )3 Nos Hour 30.00 275.60 8268.00


Providing embankment adjacent to masonry / concrete structures and filling trial pitsusing impervious soil from approved borrow areas in layers of 10 to 15 cm and compactingeach layer to density control of not less than 95 percent using pneumatic tampers or byvibratory earth rammers including cost of all materials, machinery, labour, picking previouslayer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto


Providing and constructing rockfill embankment with 300 mm down graded stones andquarry spalls from approved source including cost of all materials, machinery, labour, spreading



94

Fuel / Energy charges Hour 30.00 959.10 28773.002 Jack hammer 6 Nos Hour 60.00 19.80 1188.00






in Rs. in Rs1 Crew for Air compressor Hour 30.00 182.20 5466.002 Crew for Jack hammer Hour 60.00 284.70 17082.003 Crew for Shovel Hour 8.00 204.10 1632.804 Crew for Tipper Hour 24.00 153.10 3674.405 Crew for Dozer Hour 4.00 204.10 816.406 Blaster Day 1.00 440.00 440.007 Helper blaster Day 1.00 345.00 345.008 work inspector Day 2.00 370.00 740.009 Mason Class-II Day 2.00 345.00 690.00

10 mazdoor Day 10.00 295.00 2950.00Total cost of Labour Rs: 33836.60



Total Rs: 152574.5014% Rs. 21360.43


IRR-DAW-5-8approved source including cost of all materials, machinery, labour, hand packing rubble

1 km and all lifts.

DATA: RATE ANALYSIS



Reconditionong charges @ 10% 404.432 Use rate of air hose Hour 15.00 10.94 164.063 Explosive small dia kg 30.00 70.00 2100.004 Electric detonator Nos 40.00 13.00 520.005 Detonator ordinary Nos 2.00 9.00 18.006 Fuse coil Rm 50.00 11.00 550.007 Sundries LS 2.00 41.00 82.00



in Rs. in Rs1 Air compressor 8.5 cmm ( diesel ) Hour 7.50 275.60 2067.00

Fuel / Energy charges Hour 7.50 959.10 7193.252 Jack hammer Hour 15.00 19.80 297.00





in Rs. in Rs1 Crew for Air compressor Hour 7.50 182.20 1366.502 Crew for Jack hammer Hour 15.00 284.70 4270.503 Crew for Shovel Hour 2.00 204.10 408.204 Crew for Tipper Hour 6.00 153.10 918.605 Blaster Day 0.50 440.00 220.006 Helper blaster Day 1.00 345.00 345.007 work inspector Day 1.00 370.00 370.008 Mason Class-II Day 7.00 345.00 2415.009 mazdoor Day 19.00 295.00 5605.00




Providing and constructing dry rubble rock-toe using rubble and stone chips from

and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto


95

Total Rs: 43260.99

14.00% Rs. 6056.54Total cost for 100.00 cum Rs: 49317.53Rate per cum (A+B+C+D)/100 Rs: 493.20

IRR-DAW-5-9

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

UNIT : 100 cumA. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Useful rubble ( at dump yard ) cum 100.00 155.00 15500.002 Useful stone chips ( at dump yard ) cum 15.00 175.00 2625.00



in Rs. in Rs1 Shovel 0.85 cum Hour 2.00 1706.60 3413.20




in Rs. in Rs1 Crew for Shovel Hour 2.00 204.10 408.202 Crew for Tipper Hour 6.00 153.10 918.603 Mason Class-II Day 7.00 345.00 2415.004 work inspector Day 1.00 370.00 370.006 Stone breaker Day 2.00 345.00 690.007 mazdoor Day 21.00 295.00 6195.00



Total Rs: 39024.0014% Rs. 5463.36


IRR-DAW-5-9-A(New Item 4 -2012-13)

DATA: RATE ANALYSISUNIT : 100 cum

A. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Un Coursed Rubble Stones at quarry cum 100.00 318.00 31800.002 Stone Chips at Quarry cum 15.00 340.00 5100.00



in Rs. in Rs

1 Hour 2.00 1706.60 3413.20Fuel / Energy charges Hour 2.00 937.80 1875.60

2 Tipper 5 cum Hour 6.00 446.70 2680.20Fuel / Energy charges Hour 6.00 322.20 1933.20



in Rs. in Rs1 Crew for Shovel Hour 2.00 204.10 408.202 Crew for Tipper Hour 6.00 153.10 918.603 Mason Class-II Day 7.00 345.00 2415.004 work inspector Day 1.00 370.00 370.006 Stone breaker Day 2.00 345.00 690.007 mazdoor Day 21.00 295.00 6195.00




Providing and constructing dry rubble rock-toe with rubble and stone chips from dumpyard (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


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

Shovel 0.85 cum for loading tipper at the worksite


96

C. Cost of Labour Rs: 10996.80Total Rs: 57799.00


IRR-DAW-5-10

and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 RmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Hume pipe 300 mm dia.with collar Rm 100.00 650.00 65000.00

0.00 0.00Total cost of Materials Rs: 65000.00


in Rs. in Rs1 NIL 0.00 0.00 0.00



in Rs. in Rs1 Mason Cl- II Day 2 345.00 690.002 mazdoor Day 6 295.00 1770.00



Total Rs: 67460.0014% Rs. 9444.4

Total cost for 100.00 Rm Rs: 76904.40Rate per Rm (A+B+C+D)/100 Rs: 769.00

IRR_DAW-6 FILTER & PITCHING WORKS :

IRR-DAW-6-1

coarse aggregate, 20 cm thick for bed / sides / top slab / 1.5 m long cut-off wall and 7.5 cmthick for cover including providing 12 mm dia reinforcement bars at 30 cm c / c bothways forbed / 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

( 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)

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 1 EachSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Cement kg 1331.70 4.00 5326.80

Cement for incidentals @ 3 kg / cum kg 13.32 4.00 53.272 Coarse aggregate 20 to 10 mm cum 2.31 1210.00 2793.02

Coarse aggregate 10 to 4.75 mm cum 1.24 875.00 1087.563 Fine aggregate (Un-Screened ) cum 1.95 462.00 902.364 Super plasticiser kg 23.65 80.00 1891.655 Reinforcement steel with 5 % wastage kg 163.70 46.50 7611.826 Binding wire kg 4.00 70.00 280.007 Hume pipe 300 mm dia Rm 1.00 650.00 650.008 Use rate of shuttering sqm 36.00 235.84 8490.249 Scaffolding of shuttering @ 5% 424.51

10 Sundries LS 2.00 41.00 82.00Total cost of Materials Rs: 29593.22



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


Providing and constructing 1.20 m internal diameter and average 3 m height RCC manhole with60 cm dia. top cover in M-15 grade cement concrete using 20 mm down graded, clean, hard



97

in Rs. in Rs1 Concrete mixer 300 / 200 ( ele ) Hour 4.00 51.70 206.80






in Rs. in Rs1 Mason Cl- II Day 1.00 345.00 345.002 Bar bender Day 1.00 450.00 450.003 work inspector Day 1.00 370.00 370.004 mazdoor

for excavation for foundation Day 2.00 295.00 590.00for bar bending Day 1.00 295.00 295.00for concreting Day 5.00 295.00 1475.00for excavation for foundation Day 2.00 295.00 590.00for concreting Day 4.00 295.00 1180.00for curing Day 1.00 295.00 295.00

5 Labour for shuttering sqm 36.00 75.30 2710.80Total cost of Labour Rs: 8300.80



Total Rs: 38376.72


1.35 tonne @ 124.6 Rs./Tonne 167.589118

0.16 tonne @ 145.6 Rs./Tonne 23.833992Total cost for 1.00 Each Rs: 44110.37Rate per Each (A+B+C+D)/1.0 Rs: 44110.40

IRR-DAW-6-2mm and 20 mm down graded aggregates satisfying specified filter creteria in layers as perspecifications including cost of all materials, machinery, labour, laying to required slopes,

DATA: RATE ANALYSIS


in Rs. in Rs1 Fine aggregate (Un-Screened ) cum 47.50 462.00 21945.002 Coarse aggregate 80-40 mm cum 17.865 635.00 11344.283 Coarse aggregate 40-20 mm cum 1.99 1145.00 2272.834 Coarse aggregate 20-10 mm cum 24.49 1210.00 29629.885 Coarse aggregate 10 mm down cum 8.16 875.00 7142.19



in Rs. in Rs1 NIL 0.00 0.00 0.00



in Rs. in Rs1 work inspector Day 1.00 370.00 370.002 mazdoor Day 38.00 295.00 11210.00



Total Rs: 83914.1614% Rs. 11747.98


IRR-DAW-6-320 cm thick sand layers, 25 cm thick 20 mm down coarse aggregate layers and 50 cm thick80-20 mm coarse aggregate layer using approved materials satisfying specified filter creteria asper specifications including cost of all materials, machinery, labour, laying to required slope,




Providing and constructing longitudinal and cross graded filter drains using sand and 80-20

compaction etc. complete with initial lead upto 50 m and all lifts.


Providing and constructing 1.40 m thick vertical or inclined graded filter media consisting of


98

DATA: RATE ANALYSIS





in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 91124.03


IRR-DAW-6-420 cm thick sand, 25 cm thick 20 - 4.75 mm and 40 cm thick 80 - 20 mm size graded coarseaggregates satisfying filter creteria as per specifications including cost of all materials, labour,

all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT 100 cumSl No Particulars Unit Quantity Rate Amount




in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 86702.4514% Rs. 12138.34


IRR-DAW-6-4-A(New Item2- 2011-12) 30 cm thick 80 - 20 mm size graded coarse

aggregates satisfying filter creteria as per specifications including cost of all materials, labour,

all lifts.

DATA: RATE ANALYSIS

compaction etc., complete with initial lead upto 50 m and all lifts.


Providing and constructing graded filter media below and behind rock-toe consisting of

machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and



machinery, laying to required slope, compaction etc., complete with initial lead upto 50 m and


99

A. MATERIALS: UNIT 100 cumSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Coarse aggregate 80-40 mm cum 35.00 635.00 22225.002 Coarse aggregate 40-20 mm cum 55.00 1145.00 62975.003 Coarse aggregate 20-10 mm cum 5.00 1210.00 6050.004 Coarse aggregate 10 mm down cum 5.00 875.00 4375.00



in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 99535.0014% Rs. 13934.9


IRR-DAW-6-5

and horizontal filter blanket for embankment including cost of all materials, machinery, labour

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqmSl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 PP filter fabric 250 gsm sqm 220.00 154.00 33880.002 20 - 10 mm CA @ 75 % cum 30.00 1210.00 36300.00

10 mm down CA @ 25 % cum 10.00 875.00 8750.00Total cost of Materials Rs: 78930.00


in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 83430.0014% Rs. 11680.2



Providing and laying filter media consisting of 2 layers of 250 gsm poly-propeline non-wovenfilter fabric and 400 mm thick 20 mm down graded coarse aggregate for vertical / inclined

etc., complete with lead upto 50 m for aggregate and all leads for fabric and all lifts.



100

IRR-DAW-6-6filter creteria including cost of all materials, machinery, labour, compacting etc., complete withinitial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS


in Rs. in Rs1 Sand (Un-Screened) cum 105.00 462.00 48510.00

0.00 0.00Total cost of Materials Rs: 48510.00


in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 57730.0014% Rs. 8082.2


IRR-DAW-6-7approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteriain 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 initiallead upto 50 m and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 cum.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Sand (Un-Screened ) cum 34.00 462.00 15708.002 Coarse aggregate 80-40 mm cum 30.60 635.00 19431.003 Coarse aggregate 40-20 mm cum 3.40 1145.00 3893.004 Coarse aggregate 20-10 mm cum 25.50 1210.00 30855.005 Coarse aggregate 10 mm down cum 8.50 875.00 7437.50



in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 89494.50

14% Rs. 12529.23Total cost for 100.00 cum. Rs: 102023.73Rate per cum. (A+B+C+D)/100 Rs: 1020.20

IRR-DAW-6-875 cm long through stones at 1.50 m c / c over a backing of 45 cm thick graded filter mediaconsisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 15 cmthick each including cost of all materials, machinery, labour, laying to required slopes, wedging

Providing and constructing 45 cm thick chimney filter using clean approved sand satisfying


Providing and constructing 90 cm thick transition cum filter media behind rockfill using


Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to

with chips, finishing etc. complete with initial lead upto 50 m and all lifts.


101

DATA: RATE ANALYSIS


in Rs. in Rs1 Sand (Un-Screened ) cum 15.30 462.00 7068.602 Coarse aggregate 10 mm down cum 15.30 875.00 13387.503 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.504 Stone chips cum 9.00 340.00 3060.005 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 318.00 18316.806 Through stones 65 to 75 cm long Nos 44.00 59.00 2596.00



in Rs. in Rs1 NIL 0.00 0.00 0.00



in Rs. in Rs1 work inspector Day 1.00 370.00 370.002 Mason Class-II Day 10.00 345.00 3450.003 mazdoor Day 33.00 295.00 9735.00



Total Rs: 75502.4014% Rs. 10570.34


IRR-DAW-6-9cm long through stones at 1.50 m c / c over a backing of 60 cm thick graded filter mediaconsisting of sand, 10 mm and 40 mm size approved graded aggregates laid in layers of 20 cmthick each including cost of all materials, machinery, labour, laying to required slopes, wedging

DATA: RATE ANALYSIS


in Rs. in Rs1 Sand (Un-Screened ) cum 20.40 462.00 9424.802 Coarse aggregate 10 mm down cum 20.40 875.00 17850.003 Coarse aggregate 40-20 mm cum 20.40 1145.00 23358.004 Stone chips cum 9.00 340.00 3060.005 Rough stones ( rubble ) 30 to 45 cm long cum 57.60 318.00 18316.806 Through stones 65 to 75 cm long Nos 44.00 59.00 2596.00



in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 89930.6014% Rs. 12590.28


IRR-DAW-6-10

aggregates laid in layers of 15 cm thick each including cost of all materials, machinery,

50 m and all lifts.


Providing and constructing 60 cm thick hand packed rough stone revetment with 65 to 75

with chips, finishing etc. complete with initial lead upto 50 m and all lifts.


Providing and constructing 60 cm thick hand packed rough stone riprap over a backing of45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved

labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto


102

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Sand (Un-Screened ) cum 15.30 462.00 7068.602 Coarse aggregate 10 mm down cum 15.30 875.00 13387.503 Coarse aggregate 40-20 mm cum 15.30 1145.00 17518.504 Stone chips cum 9.00 340.00 3060.005 Rough stones ( rubble ) cum 60.00 318.00 19080.00



in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 70469.6014% Rs. 9865.74

Total cost for 100.00 sqm. Rs: 80335.34Rate per sqm. (A+B+C+D)/100 Rs: 803.40

IRR-DAW-6-1145 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approvedaggregates laid in layers of 15 cm thick each including cost of all materials, machinery, labour,

and all lifts.

DATA: RATE ANALYSIS





in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 76854.6014% Rs. 10759.64


IRR-DAW-6-12

aggregates laid in layers of 15 cm thick each including cost of all materials, machinery,

50 m and all lifts.


Providing and constructing 75 cm thick hand packed rough stone riprap over a backing of

laying to required slopes, wedging with stone chips, etc., complete with initial lead upto 50 m


Providing and constructing 90 cm thick hand packed rough stone riprap over a backing of45 cm thick graded filter media consisting of sand, 10 mm and 40 mm size graded approved

labour, laying to required slopes, wedging with stone chips etc., complete with initial lead upto


103

DATA: RATE ANALYSIS





in Rs. in Rs1 NIL 0.00 0.00 0.00






Total Rs: 84344.6014% Rs. 11808.24


IRR-DAW-6-13embankments over 20 mm thick sand backing including cost of all materials, machinery,labour including preparing surface, spreading sand, watering for 15 days etc., complete withinitial lead upto 1 km and all lifts.

DATA: RATE ANALYSIS

A. MATERIALS: UNIT : 100 sqm.Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs1 Sand for filling cum 2.00 342.00 684.002 Hariyala turfing sods sqm 100.00 28.00 2800.00



in Rs. in Rs1 NIL 0.00 0.00 0.00



in Rs. in Rs1 Cartman with double bullock cart Day 2.00 395.00 790.002 mazdoor Day 15.00 295.00 4425.00



Total Rs: 8699.0014% Rs. 1217.86

Lead Charges for 1 Km for FA 2.00 cum @ 31.5 Rs./Cum 63Total cost for 100.00 sqm. Rs: 9979.86Rate per sqm. (A+B+C+D)/100 Rs: 99.80


Providing and laying Hariyala or other approved quality turfing sods for the slopes of earthen


Tunnel and Allied Works - Item Unit Rates 2014-15

104

Chapter - II

TUNNEL AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)FOR THE YEAR :2014-15

Index- codeTUNNEL AND ALLIED WORKS - DATA RATES

IRR-TAW



while adding Seigniorage Charges to the data in the estimateAdditional Lead and Lift Charges:1. Unless otherwise specified the basic rates are inclusive of all lifts.

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. 84.10



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. 84.10



TAW -Work Items

IRR-TAW-1 EXCAVATION :

IRR-TAW-1-1machinery, labour, scaling excavated surface, ventilation, lighting, drainage, removing andhauling the excavated muck outside adit upto specified dump area and all other ancillary


3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges

2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate, the

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are

Excavation for adit by tunnelling methods in all types of rock including cost of all materials,

operations etc., complete with initial lead upto 1km and all lifts.


105

DATA: RATE ANALYSIS UNIT : 38.50 cumA. MATERIALS:


1 Small dia explosive kg 40.00 70.00 2800.002 Delay detonators Nos 54.00 23.00 1242.003 Electric detonators Nos 5.00 13.00 65.004 Detonating fuse coil Rm 50.00 11.00 550.005 Use rate of drill rod 2.5 m long Rm 119.00 41.69 4961.51

Reconditioning charges @ 10% 496.156 Use rate of air hose Hour 20.00 5.47 109.387 Use rate of water hose Hour 20.00 6.84 136.888 Sundries( paint / template etc ) LS 2.00 41.00 82.00



in Rs. in Rs.1 Drilling jumbo Hour 8.00 368.40 2947.20


Fuel / Energy charges Hour 5.00 951.20 4756.003 Jack hammer ( 4 x 5 hrs ) Hour 20.00 19.80 396.00

Fuel / Energy charges Hour 20.00 0.00 0.004 Pusher leg Hour 20.00 12.70 254.00

Fuel / Energy charges Hour 20.00 0.00 0.005 Convey mucker Hour 6.50 822.80 5348.20

Fuel / Energy charges Hour 6.50 264.80 1721.206 Dumper ( 1 x 6.5 hrs ) Hour 6.50 580.70 3774.55


Fuel / Energy charges Hour 5.00 76.10 380.508 Ventilation fans 20 hp Hour 1.00 11.50 11.50

Fuel / Energy charges Hour 1.00 152.20 152.209 Sundries(explosive van / magazine ) LS 2.00 41.00 82.00



in Rs. in Rs.1 Crew for Drilling jumbo Hour 8.00 151.80 1214.402 Crew for Air compressor Hour 5.00 151.80 759.003 Crew for Jack hammer Hour 20.00 284.70 5694.004 Crew for Convey mucker Hour 6.50 151.80 986.705 Crew for Dumper Hour 6.50 195.90 1273.356 Crew for Pump Hour 5.00 72.10 360.507 Crew for ventilation fans Hour 1.00 24.90 24.908 Surveyor Day 0.50 550.00 275.009 Foreman Day 1.00 440.00 440.00

10 Fitter / Mechanic Day 2.00 385.00 770.0011 Blaster ( Licensed ) Day 1.00 440.00 440.0012 Helper blasting Day 2.00 345.00 690.0013 Hammerman Day 2.00 345.00 690.0014 work inspector 1 in each shift Day 3.00 370.00 1110.0015 Khalasi for mucking shift 4 Nos Day 4.00 385.00 1540.0016 mazdoor

for mucking shift 4 Nos Day 4.00 295.00 1180.00for other 2 shifts 1 No each shift Day 2.00 295.00 590.00for cleaning & miscellaneous Day 2.00 295.00 590.00




106


Total Rs: 52782.66Add for Air and Water line @ 1.00% Rs: 527.83Add for Ventilation @ 4.50% Rs: 2375.22Add for Lighting @ 1.60% Rs: 844.52Add for Ele sub-station / Demand charges @ 2.50% Rs: 1319.57

Total Rs: 57849.79

14% Rs: 8098.97Total cost for 38.50 cum Rs: 65948.76Rate per cum (A+B+C+D)/38.50 Rs: 1713.00

IRR-TAW-1-2materials, machinery, labour, shoring, strutting, scaling excavated surface, ventilation, lighting,drainage, removing and hauling excavated muck outside shaft upto specified dump area and

DATA RATE ANALYSIS UNIT : 30.00 cumA. MATERIALS:


1 Small dia explosive kg 32.00 70.00 2240.002 Electric detonator Nos 65.00 13.00 845.003 Detonating fuse coil Rm 50.00 11.00 550.004 Use rate of drill rod 1.6 m long Rm 95.00 26.85 2551.075 Reconditioning charges @ 10% 255.116 Use rate of air hose Hour 18.00 21.88 393.757 Use rate of water hose Hour 16.00 27.38 438.008 Use rate of rail track Shift 3.00 127.46 382.399 Use rate of mucking bucket Hour 24.00 24.19 580.54

10 Sundries( paint / template etc ) LS 2.00 41.00 82.00Total cost of Materials Rs: 8317.85


in Rs. in Rs.1 Air compressor 15 cmm ( ele ) Hour 4.50 138.80 624.60



Fuel / Energy charges Hour 4.00 76.10 304.404 Pump 20 hp electric Hour 2.00 12.30 24.60

Fuel / Energy charges Hour 2.00 152.20 304.405 Winch 35 hp electric Hour 28.00 129.40 3623.20

Fuel / Energy charges Hour 28.00 186.40 5219.206 Tipping tub 1.5 cum Hour 24.00 64.20 1540.80




in Rs. in Rs.1 Crew for Air compressor Hour 4.50 151.80 683.102 Crew for Jack hammer Hour 16.00 284.70 4555.203 Crew for Pump 10 hp Hour 4.00 72.10 288.404 Crew for Pump 20 hp Hour 2.00 72.10 144.205 Crew for Winch Hour 28.00 227.80 6378.406 Surveyor Day 0.50 550.00 275.007 Foreman Day 4.00 440.00 1760.008 Fitter / Mechanic Day 2.00 385.00 770.009 Blaster ( Licensed ) Day 1.00 440.00 440.00

10 Helper blasting Day 2.00 345.00 690.0011 Hammerman 1 No. in each shift Day 3.00 345.00 1035.0012 work inspector 1 in each shift Day 4.00 370.00 1480.0013 Khalasi for mucking 2 Nos in each shift Day 6.00 385.00 2310.0014 mazdoor

for mucking 8 Nos in each shift Day 24.00 295.00 7080.00for other 2 shifts 1 No / shift Day 2.00 295.00 590.00for cleaning & miscellaneous Day 2.00 295.00 590.00



Total Rs: 53734.35


Excavation for vertical / inclined shaft in all types of soft / hard rock including cost of all

all other ancillary operations etc., complete with initial lead upto 1 km and all lifts.


107

Add for Air and Water line @ 1.00% Rs: 537.34Add for Ventilation @ 4.50% Rs: 2418.05Add for Lighting @ 1.60% Rs: 859.75Add for Ele sub-station / Demand charges @ 2.50% Rs: 1343.36

Total Rs: 58892.85


IRR-TAW-1-3of all materials,machinery, labour, scaling excavated surface, removing under-cuts, ventilation,lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified

all lifts.

DATA: Size of tunnel assumed ( finished section ) : 4.50 m diaShape of tunnel assumed for excavation : D - shapeHeight of tunnel assumed ( finished section ) : 4.50 mLength of tunnel assumed : 1000 mThickness of CC lining : 0.30 mPay-line margin assumed : 0.20 mDiameter of tunnel upto pay line for excavation : 5.50 mDistance of dump yard from face :within 500 mHaulage of excavated muck : By dumpers









Fuel / Energy charges Hour 6.50 951.20 6182.803 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 19.80 514.80



Fuel / Energy charges Hour 6.00 264.80 1588.806 Dumper ( 2 x 6 hrs ) Hour 12.00 580.70 6968.40






in Rs. in Rs.1 Crew for Drilling jumbo Hour 10.00 151.80 1518.002 Crew for Air compressor Hour 6.50 151.80 986.703 Crew for Jack hammer Hour 26.00 284.70 7402.204 Crew for Convey mucker Hour 6.00 151.80 910.805 Crew for Dumper Hour 12.00 195.90 2350.806 Crew for Pump Hour 6.50 72.10 468.65


Excavation for tunnel by tunnelling methods in rock not requiring supports including cost

dump area and all other ancillary operations etc., complete with initial lead upto 1 km and


108

7 Crew for ventilation fans Hour 2.00 24.90 49.808 Surveyor Day 0.50 550.00 275.009 Foreman Day 1.00 440.00 440.00

10 Fitter / Mechanic Day 2.00 385.00 770.0011 Blaster ( Licensed ) Day 1.00 440.00 440.0012 Helper blasting Day 2.00 345.00 690.0013 Hammerman Day 2.00 345.00 690.0014 work inspector 1 in each shift Day 3.00 370.00 1110.0015 Khalasi for mucking shift 4 Nos Day 4.00 385.00 1540.0016 mazdoor





Total Rs: 74675.80


IRR-TAW-1-4 Excavation for tunnel by tunnelling methods including excavation for supports in all types 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












Fuel / Energy charges Hour 6.00 264.80 1588.806 Dumper ( 2 x 6 hrs ) Hour 12.00 580.70 6968.40






in Rs. in Rs.1 Crew for Drilling jumbo Hour 11.00 151.80 1669.802 Crew for Air compressor Hour 6.00 151.80 910.803 Crew for Jack hammer Hour 24.00 284.70 6832.80


soil / rock strata requiring supports ( excluding cost of providing supports ) including cost of

other ancillary operations etc., complete with initial lead upto 1 km and all lifts.


109

4 Crew for Convey mucker Hour 6.00 151.80 910.805 Crew for Dumper Hour 12.00 195.90 2350.806 Crew for Pump Hour 6.00 72.10 432.607 Crew for ventilation fans Hour 2.00 24.90 49.808 Surveyor Day 0.50 550.00 275.009 Foreman Day 1.00 440.00 440.00

10 Fitter / Mechanic Day 2.00 385.00 770.0011 Blaster ( Licensed ) Day 1.00 440.00 440.0012 Helper blasting Day 2.00 345.00 690.0013 Hammerman 2 Nos Day 2.00 345.00 690.0014 work inspector 1 in each shift Day 3.00 370.00 1110.0015 Khalasi for mucking shift 4 Nos Day 4.00 385.00 1540.0016 mazdoor





Total Rs: 72763.58


IRR-TAW-1-5 Excavation for tunnel by heading and benching tunnelling methods including excavation

scaling excavated surface, ventilation, lighting, drainage removing and hauling excavated muckoutside tunnel upto specified dump area and all other ancillary operations etc., complete with



1 Small dia explosive kg 44.00 70.00 3080.002 Delay detonators Nos 84.00 23.00 1932.003 Electric detonator Nos 10.00 13.00 130.004 Detonating fuse coil Rm 50.00 11.00 550.005 Use rate of drill rod 2.5 m long Rm 157.00 41.69 6545.85






Fuel / Energy charges Hour 6.50 951.20 6182.803 Jack hammer ( 4 x 6.5 hrs ) Hour 26.00 19.80 514.80




for supports in all types of soil / rock strata requiring supports ( excluding cost of providingsupports ) for roof before benching including cost of all other materials, machinery, labour,

initial lead upto 1 km and all lifts.


110

Fuel / Energy charges Hour 6.50 264.80 1721.206 Dumper ( 2 x 6.5 hrs ) Hour 13.00 580.70 7549.10






in Rs. in Rs.1 Crew for Drilling jumbo Hour 12.00 151.80 1821.602 Crew for Air compressor Hour 6.50 151.80 986.703 Crew for Jack hammer Hour 26.00 284.70 7402.204 Crew for Convey mucker Hour 6.50 151.80 986.705 Crew for Dumper Hour 13.00 195.90 2546.706 Crew for Pump Hour 6.50 72.10 468.657 Crew for Ventilation fan Hour 3.00 24.90 74.708 Surveyor Day 0.50 550.00 275.009 Foreman Day 1.00 440.00 440.00

10 Fitter / Mechanic Day 2.00 385.00 770.0011 Blaster ( Licensed ) Day 2.00 440.00 880.0012 Helper blasting Day 4.00 345.00 1380.0013 Hammerman 2 Nos Day 2.00 345.00 690.0014 work inspector 1 in each shift Day 3.00 370.00 1110.0015 Khalasi

for pushing muck in heading portion Day 4.00 385.00 1540.00for mucking shift 4 Nos Day 4.00 385.00 1540.00

16 mazdoorfor mucking shift 8 Nos Day 8.00 295.00 2360.00for other 2 shifts 1 No each shift Day 2.00 295.00 590.00for cleaning &miscellaneous Day 2.00 295.00 590.00




Total Rs: 81066.20


NOTE: Where mucking is to be carried out through shaft using winch and mucking tub system

IRR-TAW-1-6etc., out of tunnel including breaking large fragments by blasting if necessary and disposing offthe same in specified dump area or as directed including cost of all materials, machinery,



1 Use rate of drill rod Rm 15.00 26.85 402.80Reconditioning charges @ 10% 40.28

2 Explosive small dia. kg 8.00 70.00 560.003 Detonator ( ele ) Nos. 30.00 13.00 390.004 Detonating fuse coil Rm 20.00 11.00 220.005 Use rate of air hose Hour 4.00 5.47 21.886 Use rate of water hose Hour 4.00 6.84 27.387 Sundries LS 1.00 41.00 41.00





increase the basic rates for items IRR-TAW-1-3, IRR-TAW-1-4 & IRR-TAW-1-5 by 8 percent.

Removing and hauling muck overfallen due to natural causes such as geological faults

labour, ventilation, drainage, lighting and all other ancillary operations etc., complete withinitial lead upto 1 km and all lifts.


111




Fuel / Energy charges Hour 6.00 264.80 1588.805 Dumper 4.5 cum Hour 12.00 580.70 6968.40




in Rs. in Rs.1 Crew for Air compressor Hour 1.00 151.80 151.802 Crew for Jack hammer Hour 4.00 284.70 1138.803 Crew for Pump Hour 1.00 72.10 72.104 Crew for Convey mucker Hour 6.00 151.80 910.805 Crew for Dumper Hour 12.00 195.90 2350.806 Blaster ( Licensed ) Day 0.50 440.00 220.007 Helper blasting Day 0.50 345.00 172.508 mazdoor Day 8.00 295.00 2360.00




Total Rs: 31809.79


IRR_TAW-2 DEWATERING & GUNITING WORKS :

IRR-TAW-2-1providing sump wherever necessary, cost of all materials, machinery, labour, drainage, lighting,ventilation and all other ancillary operations etc., complete.

DATA RATE ANALYSIS UNIT : 15.00 KwhrA. MATERIALS:


1 Use rate of G.I.pipe 100 mm dia Hour 1.00 4.67 4.672 Sundries LS 0.10 41.00 4.10



in Rs. in Rs.1 Electric pump 20 hp Hour 1.00 12.30 12.302 Fuel / Energy charges Hour 1.00 152.20 152.203 Sundries(Starter/Switches ete) LS 0.10 41.00 4.10



in Rs. in Rs.1 Crew charges for Pump Hour 1.00 72.10 72.102 Laying & dismantling pipe LS 0.05 41.00 2.053 mazdoor Day 0.10 295.00 29.50



Total Rs: 281.02Add for Air and Water line @ 1.00% Rs: 2.81Add for Ventilation @ 4.50% Rs: 12.65


Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including


112

Add for Lighting @ 1.60% Rs: 4.50Add for Ele sub-station / Demand charges @ 2.50% Rs: 7.03

Total Rs: 307.99

14% Rs: 43.12Total cost for 15.00 Kwhr Rs: 351.11Rate per Kwhr (A+B+C+D)/15.0 Rs: 23.40

IRR-TAW-2-2by weight including cost of all materials, machinery, labour, ventilation, lighting, drainage

DATA: RATE ANALYSIS UNIT : 36.00 sqmA. MATERIALS:


1 Cement kg 600.00 4.00 2400.002 Sand (Screened) cum 1.10 606.00 666.603 Use rate of grout hose 20 m Hour 8.00 5.47 43.754 Use rate of water hose 20 m Hour 8.00 6.84 54.755 Use rate of guniting nozzle Hour 8.00 3.50 28.006 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Guniting equipment Hour 8.00 110.10 880.80



Fuel / Energy charges Hour 1.00 76.10 76.104 Drilling jumbo Hour 4.00 368.40 1473.60




in Rs. in Rs.1 Crew for Guniting equipment Hour 8.00 189.80 1518.402 Crew for Air compressor Hour 8.00 142.40 1139.203 Crew for pump Hour 1.00 72.10 72.104 Crew for Drilling jumbo Hour 4.00 151.80 607.205 Mason Cl I Day 1.00 385.00 385.006 mazdoor Day 6.00 295.00 1770.00




Total Rs: 17821.62

14% Rs: 2495.03Lead Charges for 1 Km for FA 1.10 cum @ 31.5 Rs./Cum 34.65

0.60 tonne @ 124.6 Rs./Tonne 74.76Total cost for 36.00 sqm Rs: 20426.05Rate per sqm (A+B+C+D)/36.0 Rs: 567.40

IRR-TAW-2-3

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,

directed by Engineer-in-Charge

Data RATE ANALYSIS UNIT : 36.00 sqmA. MATERIALS:

Sl No Particulars Unit Quantity Rate Amount


Providing 25 mm thick guniting to sides and arch of tunnel in cement mortar 1 : 3 proportion

and all other ancillary operations etc., complete with lead upto 1 km and all lifts.



Shortcreting in two layers (each layer+38 mm thickness) for slabs duly fixing chain weld wire mesh (new4 - 2011-12)

laying concrete with shortcrete machine etc. complete as per specification and as


113

in Rs. in Rs.1 Cement kg 1548.00 4.00 6192.002 Sand (Screened) cum 2.41 606.00 1460.463 Coarse aggregate 10-4.75 mm size cum 1.03 875.00 901.254 Use rate of grout hose 20 m Hour 8.00 5.47 43.755 Use rate of water hose 20 m Hour 8.00 6.84 54.756 Use rate of guniting nozzle Hour 8.00 3.50 28.007 Welded steel wire fabric 100 x 100 x 5 mm kg 108.00 155.00 16740.008 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Guniting equipment Hour 8.00 110.10 880.80







in Rs. in Rs.1 Crew for Guniting equipment Hour 8.00 189.80 1518.402 Crew for Air compressor Hour 8.00 142.40 1139.203 Crew for pump Hour 1.00 72.10 72.104 Crew for Drilling jumbo Hour 4.00 151.80 607.205 Mason Cl I Day 1.00 385.00 385.006 mazdoor Day 6.00 295.00 1770.00




Total Rs: 42182.53

14% Rs: 5905.55Lead Charges for 1 Km for FA 2.41 cum @ 31.5 Rs./Cum 75.915Lead Charges for 1 Km for CA 1.03 cum @ 30.4 Rs./Cum 31.312

1.55 tonne @ 124.6 Rs./Tonne 192.8808Total cost for 36.00 sqm Rs: 48388.19Rate per sqm (A+B+C+D)/36.0 Rs: 1344.10

IRR_TAW-3 TEMPORARY & PERMANENT SUPPORTS :

IRR-TAW-3-1

wedge, 10 mm thick plate washers and nuts, tightening bolt by torque wrench, cost of allmaterials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations

DATA: RATE ANALYSIS UNIT : 20.00 RmA. MATERIALS:


1 Rein.Steel with 5 % wastage kg 86.91 46.50 4041.492 Steel plate for washers kg 65.94 46.00 3033.24

Steel plate for wedges kg 6.18 46.00 284.373 M S Nuts for bolts kg 4.00 90.00 360.004 Use rate of drill rod Rm 20.00 41.69 833.87

Reconditioning charges @ 10% 83.395 Use rate of air hose 4 Nos Hour 6.00 5.47 32.816 Use rate of water hose 4 Nos Hour 6.00 6.84 41.067 Sundries ( gas for cutting / heating etc ) LS 5.00 41.00 205.00




Providing and fixing 25 mm diameter steel rock bolts with mechanical / wedge typeanchorage including drilling 35 mm dia holes, providing 15 cm long 20 mm thick steel tapered

etc., complete with lead upto 1 km and all lifts.


114







Fuel / Energy charges Hour 4.00 46.00 184.006 Sundries ( lathe, blower etc ) LS 5.00 41.00 205.00



in Rs. in Rs.1 Crew for Air compressor Hour 1.50 151.80 227.702 Crew for pump Hour 1.00 72.10 72.103 Crew for Jack hammer Hour 6.00 284.70 1708.204 Crew for Drilling jumbo Hour 4.00 151.80 607.205 Fitter Day 0.50 385.00 192.506 Gas cutter Day 1.00 385.00 385.007 Turner Day 1.00 440.00 440.008 Blacksmith Day 1.00 385.00 385.009 Khalasi ( 2 x 0.5 ) Day 1.00 385.00 385.00

10 Hammerman Day 0.50 345.00 172.5011 mazdoor Day 2.00 295.00 590.00




Total Rs: 19569.98

14% Rs: 2739.80

0.16 tonne @ 145.6 Rs./Tonne 23.155587Total cost for 20.00 Rm Rs: 22332.94Rate per Rm (A+B+C+D)/20.0 Rs: 1116.60

IRR-TAW-3-2

thick plate washers and nuts and tightening the same by torque wrench after hardening ofcement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and other



1 Rein.Steel with 5 % wastage kg 86.91 46.50 4041.492 Steel plate for washers kg 65.94 46.00 3033.243 Resin bond cement grout capsule Nos. 2.00 46.00 92.004 M S Nuts for bolts kg 4.00 90.00 360.005 Use rate of drill rod Rm 20.00 41.69 833.87

Reconditioning charges @ 10% 83.396 Use rate of air hose 4 Nos Hour 6.00 5.47 32.817 Use rate of water hose 4 Nos Hour 6.00 6.84 41.068 Sundries(gas for cutting etc) LS 3.00 41.00 123.00








Providing and fixing 25 mm diameter steel rock bolts with resin bond cement capsuleanchorage including drilling 35 mm dia holes, inserting grout capsule, driving bolt,fixing 10 mm

ancillary operations etc., complete with lead upto 1 km and all lifts.


115



Fuel / Energy charges Hour 4.00 46.00 184.006 Sundries ( lathe, etc ) LS 3.00 41.00 123.00



in Rs. in Rs.1 Crew for Air compressor Hour 1.50 151.80 227.702 Crew for pump Hour 1.00 72.10 72.103 Crew for Jack hammer Hour 6.00 284.70 1708.204 Crew for Drilling jumbo Hour 4.00 151.80 607.205 Fitter Day 0.50 345.00 172.506 Gas cutter Day 1.00 385.00 385.007 Turner Day 1.00 440.00 440.008 Khalasi ( 2 x 0.5 ) Day 1.00 385.00 385.009 Hammerman Day 0.50 345.00 172.50





Total Rs: 18735.53

14% Rs: 2622.97

0.15 tonne @ 145.6 Rs./Tonne 22.255506Total cost for 20.00 Rm Rs: 21380.75Rate per Rm (A+B+C+D)/20.0 Rs: 1069.00

IRR-TAW-3-3including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting,

1 km and all lifts.

Data RATE ANALYSIS UNIT : 1.00 tonneA. MATERIALS:


1 Structural steel beams kg 760.00 45.00 34200.002 Structural steel plates kg 115.00 46.00 5290.003 Steel bars for tie rods & anchors kg 150.00 46.50 6975.004 For cutting sections:

Oxygen gas @ 2.4 cum / t cum 2.40 52.00 124.80Acetylene gas @ 0.8 cum / t cum 0.80 320.00 256.00

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 90.00 4500.00

7 Sundries LS 5.00 41.00 205.00Total cost of Materials Rs: 52925.80


in Rs. in Rs.1 Bending machine Hour 8.00 42.60 340.80

Fuel / Energy charges Hour 8.00 114.10 912.802 Welding set Hour 16.00 16.00 256.00




Providing, fabricating and fixing in position permanent structural steel supports as per details

ventilation, drainage and all other ancillary operations etc., complete with initial lead upto


116

3 Drilling Jumbo Hour 12.00 368.40 4420.80Fuel / Energy charges Hour 12.00 46.00 552.00

4 Sundries ( lathe / drilling / grinder ) LS 30.00 41.00 1230.00Total hire charges of Machinery Rs: 9173.20


in Rs. in Rs.1 Crew for Drilling Jumbo Hour 12.00 151.80 1821.602 Crew fir Bending machine Hour 8.00 113.90 911.203 For cutting & preparing sections:

Structural steel Marker Day 1.00 440.00 440.00Gas cutter Day 2.00 385.00 770.00Fitter Day 2.00 385.00 770.00Turner / Driller Day 3.00 440.00 1320.00Khalasi Day 2.00 385.00 770.00Helper fabrication Day 4.00 345.00 1380.00

4 For welding sections:Welder Day 2.00 385.00 770.00Helper fabrication Day 2.00 345.00 690.00Khalasi Day 2.00 385.00 770.00

5 For erection of supports:Foreman Day 1.00 440.00 440.00Structural steel Erector Day 2.00 440.00 880.00Helper erector Day 2.00 345.00 690.00Khalasi Day 4.00 385.00 1540.00




Total Rs: 83363.73

14% Rs: 11670.92

1.03 tonne @ 145.6 Rs./Tonne 149.24

Total cost for 1.00 tonne Rs: 95183.90Rate per tonne (A+B+C+D)/1.0 Rs: 95183.90

IRR-TAW-3-4and dismantling the same before concreting including cost of all materials, machinery, labour,cutting, bending, welding, grinding, ventilation, lighting, drainage and all other ancillary

DATA RATE ANALYSIS UNIT : 1.00 tonneA. MATERIALS (for 20 uses):


1 Structural steel beams kg 760.00 45.00 34200.002 Structural steel plates kg 115.00 46.00 5290.003 Tie rods & anchors kg 150.00 46.50 6975.004 For cutting sections:

Oxygen gas @ 2.40 cum / t cum 2.40 52.00 124.80Acetylene @ 0.8 cum / t cum 0.80 320.00 256.00

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 90.00 4500.00

7 Sundries LS 20.00 41.00 820.00Total cost of Materials for 20 uses of supports Rs: 53540.80

Cost per use considering 20 uses Rs: 2677.04

B. MACHINERY (for fabrication):Sl No Description Unit Quantity Rate Amount




Total hire charges of Machinery Rs: 4200.40Cost per use considering 20 uses Rs: 210.02



Providing, fabricating and fixing in position temperary structural steel supports as per details

operations etc.,complete with initial lead upto 1 km and all lifts.


117

B. MACHINERY (for erection and dismantling):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Drilling Jumbo Hour 18.00 368.40 6631.20



C. LABOUR ( for fabrication ):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Crew for Bending machine Hour 8.00 113.90 911.202 For cutting & preparing sections:

Structural steel Marker Day 1.00 440.00 440.00Gas cutter Day 2.00 385.00 770.00Fitter Day 2.00 385.00 770.00Turner / Driller Day 3.00 440.00 1320.00Khalasi Day 2.00 385.00 770.00Helper fabrication Day 4.00 345.00 1380.00

3 For welding sections:Welder Day 2.00 385.00 770.00Helper fabrication Day 2.00 345.00 690.00Khalasi Day 2.00 385.00 770.00

Total cost of Labour Rs: 8591.20Cost per use considering 20 uses Rs: 429.56

C. LABOUR ( for erection ):Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Crew for Drilling jumbo Hour 8.00 151.80 1214.402 For erection of supports:

Foreman Day 1.00 440.00 440.00Structural steel Erector Day 2.00 440.00 880.00Helper erector Day 2.00 345.00 690.00Khalasi Day 4.00 385.00 1540.00

3 For dismantling of supports:Foreman Day 0.50 440.00 220.00Structural steel Erector Day 1.00 440.00 440.00Helper erector Day 1.00 345.00 345.00Khalasi Day 2.00 385.00 770.00


ABSTRACT:A. Cost of Materials Rs: 2677.04B. Hire charges of Machinery for fabrication Rs: 210.02C. Hire charges of Machinery for erection and dismantling Rs: 7869.20D. Cost of Labour for fabrication Rs: 429.56E. Cost of Labour for erection and dismantling Rs: 6539.40


Total Rs: 19426.84

14% Rs: 2719.76

1.03 tonne @ 145.6 Rs./Tonne 149.24Total cost for 1.00 tonne Rs: 22295.84Rate per tonne (A+B+C+D)/1.0 Rs: 22295.80

IRR-TAW-3-5 Providing and fixing hard variety cut jungle wood for lagging / blocking locations in tunnelwherever required including cost of all materials, machinery, labour, fixing in position, lighting,



1 Cut jungle wood cum 1.05 23000.00 24150.002 Sundries LS 2.00 41.00 82.00






ventilation, drainage etc complete with all leads and lifts.


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in Rs. in Rs.1 Crew for Drilling jumbo Hour 2.00 151.80 303.602 Carpenter Cl II Day 1.00 345.00 345.003 mazdoor Day 2.00 295.00 590.00




Total Rs: 28824.14


IRR_TAW-4 MASONRY WORKS :

IRR-TAW-4-1

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

(cement content : 95 kg/cum of masonry, Rubble stones : 0.83 cum, Stone chips : 0.13 cum, FA : 0.40 cum)



1 Cement kg 950.00 4.00 3800.002 Rubble stones cum 8.30 318.00 2639.403 Stone chips cum 1.25 340.00 425.004 Sand (Screened) cum 4.00 606.00 2424.00

TOTAL Rs: 9288.40Add for scaffolding @ 2.5% Rs: 232.21



in Rs. in Rs.1 10 hp pump ( ele ) Hour 1.00 6.70 6.70

Fuel / energy charges Hour 1.00 76.10 76.10Total hire charges of Machinery Rs: 82.80


in Rs. in Rs.1 Crew for Pump Hour 1.00 72.10 72.102 work inspector Day 1.00 370.00 370.003 Mason Class-I Day 1.00 385.00 385.004 Mason Class-II Day 2.00 345.00 690.005 mazdoor

for sorting out rubble in dump yard Day 1.00 295.00 295.00for conveying rubble Day 2.00 295.00 590.00for preparing mortar Day 2.00 295.00 590.00for loading mortar pans Day 1.00 295.00 295.00for laying & packing mortar Day 4.00 295.00 1180.00for washing rubble / finishing / curing Day 1.00 295.00 295.00for conveying mortar / chips Day 3.00 295.00 885.00

TOTAL Rs: 5647.10Add for labour for scaffolding @ 15.0% Rs: 847.07




Providing and constructing un-coursed rubble stone masonry with approved stones fromtunnel excavated muck in cement mortar 1 : 6 proportion for backfilling over cuts / slips on

complete with lead upto 1 km and all lifts.


119


Add for Air and Water line @ 1.00% Rs: 160.98Add for Ventilation @ 4.50% Rs: 724.39Add for Lighting @ 1.60% Rs: 257.56Add for Ele sub-station / Demand charges @ 2.50% Rs: 402.44

Total Rs: 17642.94

14% Rs: 2470.01Lead Charges for 1 Km for FA 4.00 cum @ 31.5 Rs./Cum 126Lead Charges for 1 Km for Stones and Stone Chips9.55 cum @ 30.4 Rs./Cum 290.32


IRR_TAW-5 REINFORCEMENT & CONCRETE WORKS :

IRR-TAW-5-1including cleaning, straightening, cutting, bending, hooking, lapping / welding joints whereverrequired, tying with 1.25 mm dia.soft annealed steel wire, including cost of all materials, labour,

DATA RATE ANALYSIS UNIT : 1.00 tonneA. MATERIALS:


1 Rein.Steel with 5 % wastage tonne 1.05 46500.00 48825.002 Binding wire 1.25 mm dia kg 13.50 70.00 945.003 Sundries ( chairs / spacers etc ) LS 5.00 41.00 205.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Bar bender Day 9.00 450.00 4050.002 mazdoor Day 15.00 295.00 4425.00




Total Rs: 64061.20

14% Rs: 8968.57


IRR-TAW-5-2

bed, batching, mixing, conveying and laying, levelling, compacting, finishing, curing, lighting,

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)





Providing, fabricating and placing in position reinforcement steel for tunnel RCC works

machinery, ventilation, lighting, drainage etc.,complete with initial lead upto 1 km and all lifts.



Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than10 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-cutsin bed due to geological faults etc., including cost of all materials, machinery, labour, cleaning

ventilation, drainage etc., complete with initial lead upto 1 km and all lifts. ( Cement


120

1 Cement for mix kg 6160.00 4.00 24640.002 Coarse aggregate 40-20 mm cum 12.60 1145.00 14427.00


3 Fine aggregate (Un-Screened ) cum 11.20 462.00 5174.404 Super Plasticizer kg 24.64 80.00 1971.205 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Batching plant 2 x 1 cum Hour 8.00 405.40 3243.20

Fuel / Energy charges Hour 8.00 342.40 2739.202 Agitator car 2 cum Hour 16.00 758.40 12134.40


Fuel / Energy charges Hour 8.00 76.10 608.804 Needle vibrator 40 mm dia Hour 8.00 8.00 64.00




in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Agitator car Hour 16.00 244.90 3918.403 Crew for Pump Hour 8.00 72.10 576.804 Crew for Needle vibrator Hour 8.00 136.60 1092.805 Mason Class-I Day 1.00 385.00 385.006 work inspector Day 1.00 370.00 370.007 mazdoor

for cleaning bed Day 2.00 295.00 590.00for loading material bin ( Cement ) Day 3.00 295.00 885.00for miscellaneous works at BP Day 2.00 295.00 590.00for laying concrete Day 7.00 295.00 2065.00for conveying laying concrete Day 14.00 295.00 4130.00for cleaning bed Day 2.00 295.00 590.00for washing CA / curing Day 2.00 295.00 590.00




Total Rs: 122726.13



IRR-TAW-5-3

materials, machinery, labour, formwork, batching, mixing, conveying upto placing point inagitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,

( 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)



1 Cement 43 Gr kg 9240.00 4.00 36960.00Cement for incidentals @ 1 kg / cum kg 28.00 4.00 112.00

2 Fine aggregate (Un-Screened ) cum 11.20 462.00 5174.40



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 all

drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.


121

3 Coarse aggregate 40-20 mm cum 12.60 1145.00 14427.00Coarse aggregate 20-10 mm cum 7.56 1210.00 9147.60Coarse aggregate 10-4.75 mm cum 5.04 875.00 4410.00

4 Super plasticiser kg 36.96 80.00 2956.805 Use rate of shuttering for kerb / bed sqm 28.00 174.56 4887.796 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Batching plant 2 x 1.00 cum Hour 8.00 405.40 3243.20

Fuel / Energy charges Hour 8.00 342.40 2739.202 Agitator car 2 cum ( 2 Nos ) Hour 16.00 758.40 12134.40

Fuel / Energy charges Hour 16.00 937.80 15004.803 Needle Vibrator Hour 8.00 8.00 64.00

Fuel / Energy charges Hour 8.00 7.60 60.804 Pump 10 hp ( Ele ) Hour 8.00 6.70 53.60




in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Agitator car Hour 16.00 244.90 3918.403 Crew for vibrator Hour 8.00 136.60 1092.804 Crew for pump Hour 8.00 72.10 576.805 For scaling & cleaning bed

Hammerman Day 2.00 345.00 690.00mazdoor Day 6.00 295.00 1770.00

6 For loading cement to BP binmazdoor Day 3.00 295.00 885.00

7 For miscellaneous work at BPmazdoor Day 2.00 295.00 590.00

8 For wetting C.A & curing mazdoor Day 2.00 295.00 590.00

9 Laying concrete for kerb/ invertMason Cl I Day 2.00 385.00 770.00Mason Cl II Day 2.00 345.00 690.00mazdoor Day 21.00 295.00 6195.00work inspector Day 1.00 370.00 370.00

10 Labour charges for shuttering sqm 28.00 75.30 2108.40Total cost of Labour Rs: 22596.80




Total Rs: 147815.54



IRR-TAW-5-4

materials, machinery, labour, formwork, batching, mixing, conveying upto placing point inagitator cars, placing in position, levelling, vibrating, finishing, curing, ventilation, lighting,

( 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)



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 sides and arch lining including cost of all

drainage and all other ancillary operations etc., complete with lead upto 1 km and all lifts.


122



1 Cement 43 Gr kg 15840.00 4.00 63360.00Cement for incidentals @ 1 kg / cum kg 48.00 4.00 192.00

2 Fine aggregate (Un-Screened ) cum 19.20 462.00 8870.403 Coarse aggregate 40-20 mm cum 21.60 1145.00 24732.00

Coarse aggregate 20-10 mm cum 12.96 1210.00 15681.60Coarse aggregate 10-4.75 mm cum 8.64 875.00 7560.00

4 Super plasticiser kg 63.36 80.00 5068.805 Use rate of end shuttering sqm 6.00 174.56 1047.386 Use rate of steel gantry sqm 100.00 75.30 7530.007 Sundries ( placer pipe etc ) LS 5.00 41.00 205.00



in Rs. in Rs.1 Air compressor ( Ele ) 8.5 cmm Hour 16.00 170.80 2732.80

Fuel / Energy charges @ 75 % load Hour 12.00 428.00 5136.002 Batching plant 2 x 1.00 cum Hour 12.00 405.40 4864.80

Fuel / Energy charges Hour 12.00 342.40 4108.803 Agitator car 2 cum ( 2 Nos ) Hour 32.00 758.40 24268.80

Fuel / Energy charges Hour 32.00 937.80 30009.604 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 8.00 64.00

Fuel / Energy charges Hour 8.00 7.60 60.806 Pump 10 hp ( Ele ) Hour 8.00 6.70 53.60




in Rs. in Rs.1 Crew charges for Air compressor Hour 16.00 142.40 2278.402 Crew charges for Batching plant Hour 16.00 293.80 4700.803 Crew charges for Agitator car Hour 32.00 244.90 7836.804 Crew charges for placer pump Hour 16.00 16.80 268.805 Crew charges for vibrator Hour 8.00 136.60 1092.806 Crew charges for Pump Hour 8.00 72.10 576.807 For scaling & cleaning

Stone chiseller Cl II Day 0.50 345.00 172.50mazdoor Day 1.00 295.00 295.00

8 For dismantling / Laying trackSurveyer Day 0.50 550.00 275.00Fitter shuttering Day 0.50 345.00 172.50Helper shuttering 2 x 0.5 Day 1.00 345.00 345.00Khalasi 6 x 0.5 Day 3.00 385.00 1155.00mazdoor 2 x 0.5 Day 1.00 295.00 295.00

9 For Moving / Positioning gantrySurveyer Day 0.50 550.00 275.00Foreman Day 0.50 440.00 220.00Fitter shuttering Day 0.50 345.00 172.50Helper shuttering 2 x 0.5 Day 1.00 345.00 345.00Khalasi 6 x 0.5 Day 3.00 385.00 1155.00mazdoor 2 x 0.5 Day 1.00 295.00 295.00

10 For loading cement to BP binmazdoor Day 5.00 295.00 1475.00

11 For miscellaneous works of BPmazdoor Day 2.00 295.00 590.00

12 For Erection/Dismantling bulk head sqm 6.00 75.30 451.8013 For Laying concrete by placer

Masom Cl I Day 3.00 385.00 1155.00mazdoor Day 9.00 295.00 2655.00work inspector Day 3.00 370.00 1110.00

14 For wetting C.A / Curing etc mazdoor Day 3.00 295.00 885.00

Total cost of Labour Rs: 30248.70labour component/unit qty 630.20


123

Add contractor's profit and overhead charges 14.00% 88.20labour component/unit qty (including contractor's profit) 718.40



Total Rs: 261147.08



IRR-TAW-6 DRILLING & GROUTING WORKS :

IRR-TAW-6-1hammer 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.



1 Use rate of drill rod Rm 100.00 41.69 4169.33Reconditioning charges @ 10% 416.93

2 Use rate of air hose 4 Nos Hour 32.00 5.47 175.003 Use rate of water hose 4 Nos Hour 32.00 6.84 219.004 Sundries LS 3.00 41.00 123.00











in Rs. in Rs.1 Crew charges for Air compressor Hour 8.00 151.80 1214.402 Crew charges for Pump Hour 4.00 72.10 288.403 Crew charges for Jack Hammer Hour 32.00 284.70 9110.404 Crew charges for Drilling Jumbo Hour 8.00 151.80 1214.405 mazdoor Day 2.00 295.00 590.00




Total Rs: 34120.96

14% Rs: 4776.93Total cost for 100.00 Rm Rs: 38897.90Rate per Rm (A+B+C+D)/100.0 Rs: 389.00



Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack



124

IRR-TAW-6-2grouting including cost of all materials, machinery, labour, redrilling wherever necessary,

and all lifts.

DATA:RATE ANALYSIS UNIT : 1.50 tonne


in Rs. in Rs.1 Cement tonne 1.50 4000.00 6000.002 Use rate of grouting hose 50 m Hour 8.00 10.94 87.503 Use rate of water hose 50 m Hour 8.00 13.69 109.504 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Grouting machine Hour 8.00 24.90 199.20






in Rs. in Rs.1 Crew for Grout pump Hour 8.00 227.80 1822.402 Crew for pump Hour 2.00 72.10 144.203 Crew for Drilling jumbo Hour 2.00 151.80 303.604 mazdoor Day 2.00 295.00 590.00




Total Rs: 11747.80

14% Rs: 1644.69


IRR-TAW-6-3percussion drilling using waggon drill or other suitable drilling equipment including cost of allmaterials, machinery, labour, ventilation, lighting, drainage etc., complete.

DATA RATE ANALYSIS UNIT : 120.00 RmA. MATERIALS:


1 Use rate of cross bit 75 mm dia Rm 120.00 125.00 15000.002 Use rate of air hose 20 m Hour 16.00 4.38 70.003 Use rate of water hose 20 m Hour 16.00 5.48 87.604 Use rate of extension rods Rm 120.00 8.48 1017.60



in Rs. in Rs.1 Waggon drill Hour 16.00 188.50 3016.00



Grouting cement slurry in grout holes under specified pressure for consolidation / contact

ventilation,lighting, drainage and other ancillary operations etc., complete with lead upto 1 km



Drilling 75 mm diameter drainage holes vertical or inclined in rock / concrete in tunnel by


125




in Rs. in Rs.1 Crew for Waggon drill Hour 16.00 244.90 3918.402 Crew for Air compressor Hour 8.00 151.80 1214.403 Crew for Pump Hour 6.00 72.10 432.604 mazdoor Day 2.00 295.00 590.00




Total Rs: 37971.36

14% Rs: 5315.99Total cost for 120.00 Rm Rs: 43287.35Rate per Rm (A+B+C+D)/120.0 Rs: 360.70


Canal and Allied Works - Item Unit Rates 2014-15

126

Chapter III

CANAL AND ALLIED WORKS - Standard Data

(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)FOR THE YEAR : 2014-15

Index- codeIRR-CAW CANAL AND ALLIED WORKS - DATA RATES



Seigniorage Charges while adding Seigniorage Charges to the data in the estimateAdditional Lead and Lift Charges:1. Unless otherwise specified the basic rates are inclusive of all lifts.

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. 84.10



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. 84.10



CAW-Work Items

IRR-CAW-1 EXCAVATION WORKS :

IRR-CAW-1-1embankment, filter drains / catch water drains etc., including dressing bed and sides torequired level and profile, cost of all materials, machinery, labour, placing the excavated soilneatly in dump area or for the formation of service road / embankment as directed etc.,

DATA: RATE ANALYSIS UNIT : 925.00cumA. MATERIALS:

Sl No particulars Unit Quantity Rate Amountin Rs. in Rs.


3. The Provision towards Contractor's Profit and Overhead charges should not be operated on the


4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of



127

1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 Shovel 0.85 cum capacity Hour 8.00 1706.60 13652.80

Fuel / Energy charges Hour 8.00 937.80 7502.402 Tippers 5 cum capacity 6 Nos Hour 48.00 446.70 21441.60



in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Tipper Hour 48.00 153.10 7348.803 work inspector Day 1.00 370.00 370.004 mazdoor Day 30.00 295.00 8850.00


ABSTRACT:A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 58062.40C. Cost of Labour Rs: 18201.60Total Rs: 76264.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 10676.96Total cost for 925.00 cum Rs: 86940.96Rate per cum (A+B+C+D)/925 Rs. 94.00

IRR-CAW-1-2seating 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



1 NIL 0.00 0.00 0.000.00 0.00 0.00






in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 work inspector Day 1.00 370.00 370.003 mazdoor Day 17.00 295.00 5015.00



Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels,

road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.


128

Total Rs: 19134.60


IRR-CAW-1-3

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



1 NIL 0.00 0.00 0.000.00 0.00 0.00




Fuel / Energy charges Hour 8.00 937.80 7502.402 Tippers 5 cum capacity 5 Nos Hour 40.00 446.70 17868.00



in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Tipper Hour 40.00 153.10 6124.003 work inspector Day 1.00 370.00 370.004 Crowbarman Day 11.00 345.00 3795.005 mazdoor Day 22.00 295.00 6490.00



Total Rs: 70323.00


IRR-CAW-1-4

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.



1 NIL 0.00 0.00 0.000.00 0.00 0.00



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

service road as directed etc., complete with lead upto 1 km and all lifts.

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.,


129




in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 work inspector Day 1.00 370.00 370.003 Crowbarman Day 5.00 345.00 1725.004 mazdoor Day 11.00 295.00 3245.00



Total Rs: 19089.60


IRR-CAW-1-5

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



1 Use rate of drill rod 1.5 m length Rm 316.00 20.14 6364.24Reconditioning charges @ 10% 636.42

2 Use rate of 50 m air hose 2 Nos Hour 24.00 10.94 262.503 Explosive small dia ( Kelvex-220 ) kg 161.00 70.00 11270.004 Ordinary detonators Nos 12.00 9.00 108.005 Electric detonators Nos 215.00 13.00 2795.006 Fuse coil Rm 520.00 11.00 5720.007 Sundries LS 5.00 41.00 205.00




Fuel / Energy charges Hour 8.00 937.80 7502.402 Tippers 5 cum capacity 5 Nos. Hour 40.00 446.70 17868.00

Fuel / Energy charges Hour 40.00 322.20 12888.003 Air compressor 8.5 cmm ( diesel ) Hour 12.00 275.60 3307.20




in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Tipper Hour 40.00 153.10 6124.003 Crew for Air compressor Hour 12.00 182.20 2186.404 Crew for Jack hammer Hour 39.00 284.70 11103.305 work inspector Day 1.00 370.00 370.006 Blaster Day 1.00 440.00 440.007 Helper blaster Day 1.00 345.00 345.00

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

road as directed etc., complete with lead upto 1 km and all lifts.


130




Total Rs: 137542.46


IRR-CAW-1-6(a)

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

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of lessthan 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 whereverrequired.

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

as directed etc., complete with initial lead upto 1 km and all lifts.


131




2 Use rate of 50 m air hose 2 Nos. Hour 13.00 10.94 142.193 Explosive small dia. (Kelvex-220 ) kg 21.20 70.00 1484.004 Ordinary detonators Nos 4.00 9.00 36.005 Electric detonators Nos 59.00 13.00 767.006 Fuse coil Rm 90.00 11.00 990.007 Sundries LS 2.00 41.00 82.00




Fuel / energy charges Hour 1.10 937.80 1031.582 Angle dozer 90 hp Hour 0.25 1715.50 428.88







in Rs. in Rs.1 Crew for Shovel Hour 1.10 204.10 224.512 Crew for Dozer Hour 0.25 204.10 51.033 Crew for Tipper Hour 4.40 153.10 673.644 Crew for Air compressor Hour 6.50 182.20 1184.305 Crew for Jack hammer Hour 13.00 284.70 3701.106 work inspector Day 0.50 370.00 185.007 Blaster Day 1.00 440.00 440.008 Helper blaster Day 1.00 345.00 345.009 Crowbarman Day 0.50 345.00 172.5010 Stone breaker Day 0.50 345.00 172.50

Air compressor 8.5 cmm ( diesel ) 1 Nos


132




Total Rs: 28919.37


IRR-CAW-1-7(b)

50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring groundvibrations at specified locations, costof all materials, machinery, labour, placing excavated rock

and all lifts.

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of lessthan 15 cumecs or where the average depth of 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 vibrationsis required.

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

neatly in approved dump area or other place as directed etc., complete with lead upto 1 km


133

DATA RATE ANALYSIS UNIT : 68.00cumA. MATERIALS:



2 Use rate of 50 m air hose 2 Nos. Hour 13.00 10.94 142.193 Use rate of wire mesh sqm 94.00 53.33 5013.024 Use rate of sand bag Nos 98.00 14.67 1437.665 Explosive small dia. (Kelvex-220 ) kg 21.20 70.00 1484.006 Ordinary detonators Nos 4.00 9.00 36.007 Electric delay detonators Nos 59.00 23.00 1357.008 Fuse coil Rm 90.00 11.00 990.009 Sundries LS 2.00 41.00 82.00











in Rs. in Rs.1 Crew for Shovel Hour 1.10 204.10 224.512 Crew for Angle dozer Hour 0.25 204.10 51.033 Crew for Tipper Hour 4.40 153.10 673.644 Crew for Air compressor Hour 6.50 182.20 1184.305 Crew for Jack hammer Hour 13.00 284.70 3701.106 work inspector Day 0.50 370.00 185.007 Blaster Day 0.50 440.00 220.008 Helper blaster Day 0.50 345.00 172.509 Stone chiseller Cl - II Day 0.50 345.00 172.50

Air compressor 8.5 cmm ( diesel ) 1 No


134




Total Rs: 35862.55Add for blasting studies & monitoring vibrations etc 0.50% Rs: 179.31

Total Rs: 36041.8714% Rs: 5045.86

Total cost for 68.00 cum Rs: 41087.73Rate per cum (A+B+C+D)/68 Rs. 604.20

IRR-CAW-1-8( c)

including removing under-cuts by chiselling / hammering, placing the excavated rock neatly indump area or other place as directed, cost of all materials, machinery, labour etc., complete

Note: i) For excavation of canal below free board level combination of normal / controlled blasting andline drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purposeof payment 1 m width of excavation on either side shall be treated as excavation by line drillingand smooth blasting and remaining portion shall be treated as excavation by normal / controlledblasting as the case may be.ii ) The rate under this item shall be adopted for canals designed for carrying capacity of lessthan 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 hascome off neatly as per specifications or atleast 50 percent of smooth blast holes are visible forinspection and are spaced at specified interval.v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate providedfor excavation by normal blasting or controlled blasting as the case may be.

DATA RATE ANALYSISA. MATERIALS: UNIT : 17.50cum



2 Use rate of 50 m air hose 2 Nos. Hour 10.00 10.94 109.383 Explosive small dia. (Kelvex-220 ) kg 3.50 70.00 245.004 Electric delay detonators Nos 22.00 23.00 506.00

D. Add for contractor's profit and overheads on (A+B+C+blasting study charges)

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



135

5 Fuse coil Rm 20.00 11.00 220.006 Sundries LS 1.00 41.00 41.00










in Rs. in Rs.1 Crew for Shovel Hour 0.50 204.10 102.052 Crew for Tipper Hour 1.12 153.10 171.473 Crew for Air compressor Hour 5.00 182.20 911.004 Crew for Jack hammer Hour 10.00 284.70 2847.005 work inspector Day 0.50 370.00 185.006 Blaster Day 0.50 440.00 220.007 Helper blaster Day 0.50 345.00 172.508 Stone breaker Day 0.50 345.00 172.509 Stone chiseller Cl - II Day 0.50 345.00 172.5010 mazdoor Day 1.00 295.00 295.00




Total Rs: 16285.4614% Rs: 2279.96

Total cost for 17.50 cum Rs: 18565.42Rate per cum (A+B+C+D)/17.50 Rs. 1060.90

IRR-CAW-1-9(a)

cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of morethan 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 whereverrequired.

Air compressor 8.5 cmm ( diesel ) 1 Nos


Excavation in hard rock by blasting including boulders above 1.2 m dia. for canals, seatingembankment etc., including levelling bed by removing all projections by hammering / chiselling,

area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts.


136

DATA: RATE ANALYSIS Unit: 386.00CumA. MATERIALS:


1 Use rate of T.C bit 100 mm dia Rm 104.00 150.00 15600.00

2 Rm 104.00 6.36 661.44

3 Rm 12.00 26.85 322.24reconditioning charges @ 10% 32.22

4 Hour 10.50 18.63 195.56

Hour 1.00 10.94 10.945 High strength ANFO booster kg 38.00 73.00 2774.006 ANFO kg 155.00 43.00 6665.007 Diesel oil ltr 35.00 62.00 2170.008 Explosive small dia ( Kelvex-220 ) kg 4.00 70.00 280.009 Ordinary detonators Nos 20.00 9.00 180.0010 D-cord Rm 145.00 10.00 1450.0011 Detonating fuse coil Rm 20.00 11.00 220.0012 Sundries LS 5.00 41.00 205.00



in Rs. in Rs.1 Tippers 5 cum capacity Hour 24.84 446.70 11096.03


Fuel / Energy charges Hour 6.21 937.80 5823.743 Angle dozer Hour 2.00 1715.50 3431.00





Use rate of Extension rod with coupling sleeveUse rate of Jack hammer drill rod 1.5 m

Use rate of 50 m air hose for waggon drillUse rate of 25 m air hose for JH 2 Nos


137


in Rs. in Rs.1 Crew for Tipper Hour 24.84 153.10 3803.002 Crew for Shovel Hour 6.21 204.10 1267.463 Crew for Dozer Hour 2.00 204.10 408.204 Crew for Air compressor Hour 11.50 182.20 2095.305 Crew for Waggon drill Hour 10.50 244.90 2571.456 Crew for Jack hammer Hour 2.00 284.70 569.407 work inspector Day 2.00 370.00 740.008 Blaster Day 1.00 440.00 440.009 Helper blaster Day 1.00 345.00 345.0010 Stone chiseller Cl - II Day 1.00 345.00 345.0011 Stone breaker Day 1.00 345.00 345.0012 mazdoor Day 3.00 295.00 885.00



Total Rs: 101063.32

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 14148.86Total cost for 386.00 Cum Rs: 115212.18Rate per Cum (A+B+C+D)/386 Rs. 298.50

IRR-CAW-1-10(b)

controlling fly-rock by muffling arrangements such as placing 50 x 50 mm openingchain link mesh or waste tyres and sand bags, monitoring ground vibrations at specifiedlocations, cost of all materials, machinery, labour, placing excavated rock neatly in approved

Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of morethan 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 vibrationsis required.

Excavation in hard rock of all toughness including boulders above 1.2 m dia. by approvedcontrolled blasting methods for canals, cut-off trench of embankment etc., including

dump area or other place as directed etc., complete with lead upto 1 km and all lifts.


138




2 Rm 104.00 6.36 661.44


4 Hour 10.50 18.63 195.56Use rate of 25 mm air hose 2 Nos Hour 2.00 10.94 21.88

5 High strength ANFO booster kg 38.00 73.00 2774.006 ANFO kg 155.00 43.00 6665.007 Diesel oil ltr 35.00 62.00 2170.008 Explosive small dia ( Kelvex-220 ) kg 4.00 70.00 280.009 Ordinary detonators Nos 20.00 9.00 180.0010 Shock tube detonators Rm 120.00 65.00 7800.0011 Noiseless trunk line delays Nos 12.00 21.00 252.0012 Detonating fuse coil Rm 20.00 11.00 220.0013 Use rate of chain link wire mesh sqm 132.00 190.80 25185.6014 Use rate of sand bag Nos 110.00 11.17 1228.7015 Sundries LS 20.00 41.00 820.00











in Rs. in Rs.1 Crew for Tipper Hour 30.00 153.10 4593.002 Crew for Shovel Hour 10.00 204.10 2041.003 Crew for Dozer Hour 2.00 204.10 408.204 Crew for Air compressor Hour 12.50 182.20 2277.505 Crew for Waggon drill Hour 11.50 244.90 2816.356 Crew for Jack hammer Hour 2.00 284.70 569.407 work inspector Day 1.50 370.00 555.008 Blaster Day 0.50 440.00 220.009 Helper blaster Day 0.50 345.00 172.5010 Stone chiseller Cl - II Day 1.00 345.00 345.00


Use rate of 50 m air hose 50 mm 1 No.


139





Total Rs: 152882.3014% Rs: 21403.52


IRR-CAW-1-11( c)

dump area or other place as directed, cost of all materials, machinery, labour etc., complete

Note: i ) For excavation of canal below free board level combination of normal / controlled blasting andline drilling and smooth blasting shall be adopted to obtain neat side slopes. For the purposeof payment 1 m width of excavation on either side shall be treated as excavation by line drillingand smooth blasting and remaining portion shall be treated as excavation by normal / controlledblasting as the case may be.ii ) The rate under this item shall be adopted for canals designed for carrying capacity of morethan 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 hascome off neatly as per specifications or atleast 50 percent of smooth blast holes are visible forinspection and are spaced at specified interval.v ) In case, where the above criteria is not fulfilled payment shall be restricted to rate providedfor excavation by normal blasting or controlled blasting as the case may be.




2 Rm 121.00 6.36 769.56


4 Hour 12.00 18.63 223.50Use rate of 25 mm air hose 2 Nos Hour 0.50 10.94 5.47

5 High strength ANFO booster kg 5.00 73.00 365.006 ANFO kg 19.00 43.00 817.007 Diesel oil ltr 4.50 62.00 279.008 Explosive small dia ( Kelvex-220 ) kg 1.00 70.00 70.00


Excavation in hard rock of all toughness including boulders above 1.2 m dia. for dressingcanal sides neatly on either side to required profile by line drilling and smooth blastingincluding removing under-cuts by chiselling / hammering, placing the excavated rock neatly in



Use rate of 50 m air hose 50 mm 1 No.


140

9 Ordinary detonators Nos 5.00 9.00 45.0010 Detonating shock tube Rm 70.00 65.00 4550.0011 Noiseless trunk line delays Nos 4.00 21.00 84.0012 Fuse coil Rm 10.00 11.00 110.0013 Sundries LS 2.00 41.00 82.00











in Rs. in Rs.1 Crew for Tipper Hour 5.24 153.10 802.242 Crew for Shovel Hour 1.56 204.10 318.403 Crew for Dozer Hour 0.50 204.10 102.054 Crew for Air compressor Hour 13.45 182.20 2450.595 Crew for Waggon drill Hour 13.45 244.90 3293.916 Crew for Jack hammer Hour 0.50 284.70 142.357 work inspector Day 0.50 370.00 185.008 Blaster Day 0.50 440.00 220.009 Helper blaster Day 0.50 345.00 172.5010 Stone breaker Day 1.00 345.00 345.0011 Stone chiseller Cl- II Day 1.00 345.00 345.0012 mazdoor Day 2.00 295.00 590.00




Total Rs: 64139.0414% Rs: 8979.47


IRR-CAW-2 EMBANKMENT WORKS USING BORROW AREA SOIL :

IRR-CAW-2-1

all operations such as excavation, sorting out, transporting, spreading in layer of specified

8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.



1 Nill 0.00 0.00 0.000.00 0.00 0.00


Providing impervious hearting embankment with selected soil from approved borrow areas inlayers of 25 cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/


141



in Rs. in Rs.1 Angle dozer Hour 3.40 1715.50 5832.70



Fuel / Energy charges Hour 32.00 322.20 10310.404 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40






in Rs. in Rs.1 Crew for Dozer Hour 3.40 204.10 693.942 Crew for Shovel Hour 8.00 204.10 1632.803 Crew for Tipper Hour 32.00 153.10 4899.204 Crew for Pump Hour 2.00 96.10 192.205 Crew for Water tanker Hour 4.00 153.10 612.406 Crew for Roller Hour 5.10 227.80 1161.787 work inspector Day 2.00 370.00 740.008 mazdoor Day 4.00 295.00 1180.00



Total Rs: 71689.37

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 10036.51Total cost for 412.80 cum Rs: 81725.88Rate per cum (A+B+C+D)/412.80 Rs. 198.00

IRR-CAW-2-2

all operations such as excavation, sorting out, transporting, spreading in layer of specified




1 Nill 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 Angle dozer 90 hp Hour 3.40 1715.50 5832.70



Providing impervious hearting embankment with selected soil from approved borrow areas inlayers of 25 cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/


142

3 Tippers 5 cum Hour 32.00 446.70 14294.40Fuel / Energy charges Hour 32.00 322.20 10310.40

4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40Fuel / Energy charges Hour 2.00 85.30 170.60








Total Rs: 69225.33


IRR-CAW-2-3

all operations such as excavation, sortingout, transporting, spreading in layer of specified




1 Nill 0.00 0.00 0.000.00 0.00 0.00











Providing semi-pervious / pervious casing embankment using soil from approved borrow areain layers of 25 cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, watering, compacting to density control of not lessthan 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller


143





Total Rs: 71566.37


IRR-CAW-2-4





1 Nill 0.00 0.00 0.000.00 0.00 0.00





Fuel / Energy charges Hour 8.00 511.50 4092.003 Tippers 5 cum Hour 32.00 446.70 14294.40







in Rs. in Rs.1 Crew for Dozer Hour 3.40 204.10 693.942 Crew for Shovel Hour 8.00 204.10 1632.803 Crew for Tipper Hour 32.00 153.10 4899.204 Crew for Pump Hour 2.00 96.10 192.205 Crew for Water tanker Hour 4.00 153.10 612.406 Crew for Roller Hour 4.00 227.80 911.20

Providing semi-pervious / pervious casing embankment using soil from approved borrow areain layers of 25cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, watering, compacting to density control of not lessthan 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller


144

7 work inspector Day 4.17 370.00 1542.908 mazdoor Day 4.00 295.00 1180.00



Total Rs: 69962.73


IRR-CAW-2-5




1 Nill 0.00 0.00 0.000.00 0.00 0.00










in Rs. in Rs.1 Crew for Dozer Hour 3.40 204.10 693.942 Crew for Shovel Hour 8.00 204.10 1632.803 Crew for Tipper Hour 32.00 153.10 4899.204 Crew for Roller Hour 4.17 227.80 949.935 work inspector Day 2.00 370.00 740.006 mazdoor Day 4.00 295.00 1180.00



Total Rs: 65181.15


Providing semi-pervious / pervious casing embankment using soil from approved borrow areain layers of 25cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, compacting each layer without watering to densitycontrol 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.


145

IRR-CAW-2-6

labour, all operations such as excavation, sorting out, transporting, spreading in layer of



1 Nill 0.00 0.00 0.000.00 0.00 0.00















Total Rs: 101624.94


IRR-CAW-2-7

labour, all operations such as excavation, sorting out, transporting, spreading in layer of

Providing hearting / casing embankment with homogeneous soil from approved borrowareas in layers of 25 cm before compaction including cost of all materials, machinery,

specified thickness, breaking clods, sectioning, watering, compacting each layer to densitycontrol 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.

Providing hearting / casing embankment with homogeneous soil from approved borrowareas in layers of 25 cm before compaction including cost of all materials, machinery,

specified thickness, breaking clods, sectioning, watering, compacting each layer to densitycontrol 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.


146



1 Nill 0.00 0.00 0.000.00 0.00 0.00





Fuel / Energy charges Hour 8.00 511.50 4092.003 Tippers 5 cum 3 Nos Hour 48.00 446.70 21441.60










Total Rs: 98078.66


IRR-CAW-2-8




1 Nill 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.

Providing casing embankment using homogeneous soil from approved borrow areain layers of 25 cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, compacting each layer without watering to densitycontrol 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.


147

1 Angle dozer 90 hp Hour 6.06 1715.50 10395.93Fuel / Energy charges Hour 6.06 656.00 3975.36


3 Tippers 5.00 cum capacity 4 Nos. Hour 48.00 446.70 21441.60Fuel / Energy charges Hour 48.00 322.20 15465.60







Total Rs: 92114.06


IRR-CAW-3 EMBANKMENT WORKS USING DUMP AREA SOIL :

IRR-CAW-3-1

operations such as re-excavation, sorting out, transporting, spreading in layer of specified



1 Nill 0.00 0.00 0.000.00 0.00 0.00











Providing impervious hearting embankment with soil from approved dump areas in layersof 25 cm before compaction including cost of all materials, machinery, labour, all

thickness, breaking clods, sectioning, watering, compacting each layer to achieve densitycontrol 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.


148





Total Rs: 96837.99


IRR-CAW-3-2

operations such as re-excavation, sorting out, transporting, spreading in layer of specified

8 to 10 tonne power roller etc.,complete with initial lead upto 1 km and all lifts.



1 Nill 0.00 0.00 0.000.00 0.00 0.00












in Rs. in Rs.1 Crew for Dozer Hour 4.04 204.10 824.562 Crew for Shovel Hour 8.00 204.10 1632.803 Crew for Tipper Hour 48.00 153.10 7348.804 Crew for Pump Hour 3.00 96.10 288.305 Crew for Water tanker Hour 6.00 153.10 918.606 Crew for Roller Hour 6.13 227.80 1396.417 work inspector Day 2.00 370.00 740.00

Providing impervious hearting embankment with soil from approved dump areas in layersof 25 cm before compaction including cost of all materials, machinery, labour, all

thickness, breaking clods, sectioning, watering, compacting each layer to achieve densitycontrol of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/


149




Total Rs: 93385.60


IRR-CAW-3-3

all operations such as re-excavation, sorting out, transporting, spreading in layer of specified



1 Nill 0.00 0.00 0.000.00 0.00 0.00





Fuel / Energy charges Hour 8.00 511.50 4092.003 Tippers 5.00 cum capacity 6 Nos Hour 48.00 446.70 21441.60










Providing semi-pervious / pervious casing embankment using soil from approved dump areain layers of 25 cm before compaction including cost of all materials, machinery, labour,

thickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot 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.


150

Total Rs: 98252.54


IRR-CAW-3-4




1 Nill 0.00 0.00 0.000.00 0.00 0.00





Fuel / Energy charges Hour 8.00 511.50 4092.003 Tippers 5 cum of 6 Nos Hour 48.00 446.70 21441.60










Total Rs: 94572.35


IRR-CAW-3-5



thickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot 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.



151




1 Nill 0.00 0.00 0.000.00 0.00 0.00













Total Rs: 88607.75


IRR-CAW-4 EMBANKMENT WORKS USING EXCAVATED SOIL :

IRR-CAW-4-1heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,

8 to 10 tonne power roller etc., complete with lead upto 1 km for water.



1 Nill 0.00 0.00 0.000.00 0.00 0.00



thickness, breaking clods, sectioning, compacting each layer without watering to densitycontrol of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/

Providing impervious hearting embankment with soil collected in embankment area in

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 lessthan 98 percent or as stipulated by Sheep foot roller / Vibratory roller/


152








in Rs. in Rs.1 Crew for Dozer Hour 3.60 204.10 734.762 Crew for Pump Hour 3.00 96.10 288.303 Crew for Water tanker Hour 5.00 153.10 765.504 Crew for Roller Hour 7.30 227.80 1662.945 work inspector Day 1.00 370.00 370.006 mazdoor Day 4.00 295.00 1180.00



Total Rs: 35419.55


IRR-CAW-4-2heaps as part of disposal of excavated soil from canal including cost of all materials,machinery,

8 to 10 tonne power roller etc., complete with lead upto 1 km for water.



1 Nill 0.00 0.00 0.000.00 0.00 0.00










in Rs. in Rs.1 Crew for Dozer Hour 3.60 204.10 734.762 Crew for Pump Hour 3.00 96.10 288.30

Providing impervious hearting embankment with soil collected in embankment area in

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 lessthan 95 percent or as stipulated by Sheep foot roller / Vibratory roller/


153

3 Crew for Water tanker Hour 5.00 153.10 765.504 Crew for Roller Hour 6.06 227.80 1380.475 work inspector Day 2.00 370.00 740.006 mazdoor Day 4.00 295.00 1180.00



Total Rs: 32591.46


IRR-CAW-4-3



1 Nill 0.00 0.00 0.000.00 0.00 0.00













Total Rs: 35419.55

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 4958.74

Providing semi-pervious / pervious casing hearting embankment using soil collected inheaps in embankment area as part of disposal of excavated soil from canal including cost ofall materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto 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.


154


IRR-CAW-4-4



1 Nill 0.00 0.00 0.000.00 0.00 0.00













Total Rs: 32591.46


IRR-CAW-4-5

Vibratory roller/ 8 to 10 tonne power roller etc., complete.



Providing semi-pervious / pervious casing embankment using soil collected in heaps inembankment area as part of disposal of excavated soil from canal including cost of allmaterials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto 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.

Providing semi-pervious / pervious casing embankment using soil collected in heaps inembankment area as part of disposal of excavated soil from canal including cost of allmaterials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer withoutwatering to density control of not less than 95 percent or as stipulated by Sheep foot roller /


155

1 Nill 0.00 0.000.00








in Rs. in Rs.1 Crew for Dozer Hour 3.60 204.10 734.762 Crew for Roller Hour 6.06 227.80 1380.473 work inspector Day 1.00 370.00 370.004 mazdoor Day 4.00 295.00 1180.00



Total Rs: 27134.66


IRR-CAW-4-6

50 m and all lifts.



1 Nill 0.00 0.000.00 0.00



in Rs. in Rs.1 5 hp pump ( diesel ) Hour 1.00 10.20 10.20



in Rs. in Rs.1 Crew for pump Hour 1.00 96.10 96.102 work inspector Day 1.00 370.00 370.003 Crowbarman for loosening soil Day 2.50 345.00 862.504 mazdoor

For excavation at borrow area Day 5.00 295.00 1475.00

For spreading / levelling / sectioning Day 2.50 295.00 737.50 for loading soil Day 5.00 295.00 1475.00

5 Cartman with Bullock cart for water Day 1.00 370.00 370.006 Bullock drawn roller for rolling Day 1.00 370.00 370.00

Total cost of Labour Rs: 5756.10

Providing compacted embankment for field irrigation channels with gravely soil fromapproved borrow area including sorting out, spreading in layers of 15 cm thickness, breakingclods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto


156



Total Rs: 5851.60


IRR-CAW-5 FOUNDATION FILLING WORKS :

IRR-CAW-5-1



1 Rubble stones at quarry cum 10.00 318.00 3180.002 Sand for filling cum 4.00 342.00 1368.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 mazdoor Day 4.00 295.00 1180.00



Total Rs: 5728.00


IRR-CAW-5-2



1 Rubble stones at quarry cum 10.00 318.00 3180.002 Murum cum 4.00 107.00 428.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00

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.

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.


157






Total Rs: 4788.00


IRR-CAW-5-3

upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 100.00sqmA. MATERIALS:


1 Sand for Filling cum 25.00 342.00 8550.000.00 0.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 10025.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 1403.5Total cost for 100.00 sqm Rs: 11428.50Rate per sqm (A+B+C+D)/100 Rs. 114.30

IRR-CAW-5-3-A



Providing and laying 25 cm thick sand blanket below embankment including cost of allmaterials, machinery, labour, spreading to specified thickness etc., complete with initial lead

Providing and laying sand blanket below embankment including cost of all(New Item3-

2011--12) materials, machinery, labour, spreading to specified thickness etc., complete with initial lead


158


1 Sand for Filling cum 100.00 342.00 34200.000.00 0.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 40100.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 5614Total cost for 100.00 cum Rs: 45714.00Rate per cum (A+B+C+D)/100 Rs. 457.10

IRR-CAW-5-4approved source including cost of all materials, machinery, labour, hand packing rubble

50 m and all lifts.



1 Rubble cum 100.00 318.00 31800.002 Stone chips cum 15.00 340.00 5100.003 Sundries LS 2.00 41.00 82.00



in Rs. in Rs.1 Nil 0.00 0.00

0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Mason Class-II Day 7.00 345.00 2415.003 mazdoor Day 19.00 295.00 5605.00



Total Rs: 45372.00

Providing and constructing dry rubble rock-toe using rubble and stone chips from

and stone chips, finishing top and sides to required slopes etc., complete with initial lead upto


159


IRR-CAW-5-520 mm down graded aggregates satisfying specified filter creteria in layers as per specificationsincluding cost of all materials, machinery, labour, laying to required slopes, compaction etc.,



1 Sand (Un-Screened ) cum 76.80 462.00 35481.602 Coarse aggregate 20-10 mm 75 % cum 17.40 1210.00 21054.00

3 Coarse aggregate 10 mm down 25 % cum 5.80 875.00 5075.00Total cost of Materials Rs: 61610.60


in Rs. in Rs.1 Nil 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 mazdoor Day 36.00 295.00 10620.00



Total Rs: 72600.60


IRR-CAW-5-6filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including

DATA: RATE ANALYSISA. MATERIALS: Unit: 100mtSl.No Particulars Unit Qty Rate in Rs Amount in Rs.

1 12 mm to 40 mm metal Cum 13.5 1145.00 15457.502 Sand (Un-Screened ) cum 36 462.00 16632.00


B. MACHINERYSl.No Description Unit Quantity Rate in Rs. Amount in Rs.

1 Excavation of drain with Excavator Cum 45 35.00 1575.00Total hire charges of Machinery Total Rs. 1575

C. LABOURSl.No Particulars Unit Qty Rate in Rs Amount in Rs.

1 Labour for Sand laying Cum 5.14 295.00 1516.302 Labour for Metal laying Cum 1.93 295.00 569.35

Total cost of Labour Rs. 2085.65

Providing and constructing longitudinal and cross graded filter drains using sand and

complete with initial lead upto 50 m and all lifts.

Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and

Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.


160


ABSTRACTA. Cost of Materials Rs. 32089.5B. Hire charges of Machinery Rs. 1575C. Cost of Labour Rs. 2085.65

Total Rs: 35750.15

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 5005.02Total cost for 100.00 mt Rs: 40755.17Rate per mt (A+B+C+D)/100 Rs. 407.60

IRR-CAW-5-7 Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sidesusing 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 materialsincluding 50 m lead and for all lifts.

DATA Rate Analysis Unit 1Plug

A. MATERIALS:

Sl.No Particulars Unit Qty Rate in Rs1 Coarse aggregate Cum 0.08 1210.00 97.282 Sand (Un-Screened ) cum 0.203 462.00 93.793 Cement Kg 1.181 4.00 4.72


B. MACHINERY

Sl.No Description Unit Quantity Rate in Rs.

1 Excavation of drain with Excavator Cum 0.27 35.00 9.452 Machine mixing Charges Cum 0.003 328.60 0.99

Total hire charges of Machinery Total Rs. 10.44

C. LABOUR

Sl.No Particulars Unit Qty Rate in Rs1 Mazdoor Day 0.30 295.00 88.50

Total cost of Labour Rs. 88.50labour component/unit qty 88.50Add contractor's profit and overhead charges 14.00% 12.40labour component/unit qty (including contractor's profit) 100.90

ABSTRACTA. Cost of Materials Rs. 195.79B. Hire charges of Machinery Rs. 10.44C. Cost of Labour Rs. 88.50

Total Rs: 294.73

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 41.26Total cost for 1.00 Plug Rs: 335.99Rate per each plug (A+B+C+D)/1.0 Rs. 336.00

IRR-CAW-5-815 cm thick sand layers and 20 cm thick 20 mm down coarse aggregate layer using approvedmaterials satisfying specified filter creteria as per specifications including cost of all materials,

50 m and all lifts.



1 Sand (Un-Screened ) cum 60.00 462.00 27720.002 Coarse aggregate 20-10 mm 75 % cum 30.00 1210.00 36300.00

3 Coarse aggregate 10 mm down 25 % cum 10.00 875.00 8750.00

Amount in Rs.

Amount in Rs.

Amount in Rs.

Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of

machinery, labour, laying to required slope, compaction etc., complete with initial lead upto


161



in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 83760.00


IRR-CAW-5-920 cm thick sand, 15 cm thick 20 mm down and 15 cm thick 40 mm down size graded coarseaggregates satisfying filter creteria behind rock-toe and 15 cm thick sand, 20 cm thick 20 mmdown coarse aggregate and 65 cm thick 40 mm down size coarse aggregate satisfying filtercreiteria below rock-toe as per specifications including cost of all materials, machinery, labour,



1 Sand (Un-Screened ) cum 58.77 462.00 27151.742 Coarse aggregate 40-20 mm cum 52.70 1145.00 60341.503 Coarse aggregate 20-10 mm cum 50.70 1210.00 61347.004 Coarse aggregate 10 mm down cum 13.80 875.00 12075.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 mazdoors Day 60.00 295.00 17700.00



Total Rs: 178985.24


laying to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.


162


IRR-CAW-5-10(a)

a. for aggregate and all leads for fabric and all lifts.Using 200 gsm filter fabric.

DATA: RATE ANALYSIS UNIT : 100.00sqmA. MATERIALS:


1 PP filter fabric 200 gsm sqm 210.00 132.00 27720.002 20 - 10 mm CA @ 75 % cum 15.00 1210.00 18150.00

10 mm down CA @ 25 % cum 5.00 875.00 4375.00Total Cost of materials Rs: 50245.00


in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 52680.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 7375.2Total cost for 100.00 sqm Rs: 60055.20Rate per sqm (A+B+C+D)/100.0 Rs. 600.60

IRR-CAW-5-11(b)

b. Using 250 gsm filter fabric.

Providing and laying filter media consisting of 2 layers of poly-propeline nonwoven filterfabric and 200 mm thick 20 mm down graded coarse aggregate for embankment includingcost of all materials, machinery, labour, forming toe drain etc., complete with lead upto 50 m

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


163

Data RATE ANALYSIS UNIT : 100.00sqmA. MATERIALS:


1 PP filter fabric 250 gsm sqm 210.00 154.00 32340.002 20 - 10 mm CA @ 75 % cum 15.00 1210.00 18150.00

10 mm down CA @ 25 % cum 5.00 875.00 4375.00Total cost of Materials Rs: 54865.00


in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 57300.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 8022Total cost for 100.00 sqm Rs: 65322.00Rate per sqm (A+B+C+D)/100.0 Rs. 653.20

IRR-CAW-6 ROCK FILL WORKS :

IRR-CAW-6-1

stones and spalls in layers, hand packing, wedging, finishing surface to required slopes etc.,



1 Rubble stones ( at quarry ) cum 100.00 318.00 31800.002 Stone chips / spalls ( at quarry ) 15.00 340.00 5100.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 6.00 345.00 2070.002 mazdoor Day 8.00 295.00 2360.00



Providing and constructing rockfill casing to canal embankment with graded stones andspalls from approved quarry including cost of all materials, machinery, labour, spreading



164


Total Rs: 41330.00


IRR-CAW-6-2

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.



1 Rubble stones at dump yard cum 100.00 155.00 15500.002 Stone chips ( spalls ) at dump yard 15.00 175.00 2625.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 6.00 345.00 2070.002 Crowbarman Day 2.00 345.00 690.003 mazdoor Day 10.00 295.00 2950.00



Total Rs: 23835.00


IRR-CAW-7 CANAL LINING WORKS :

IRR-CAW-7-1



1 Nil 0.00 0.00 0.000.00 0.00 0.00



Providing and constructing rockfill casing to canal embankment with graded stones andspalls available in dump yard (spoil bank) including cost of all materials, machinery, labour, spreading


Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrowarea 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.


165

in Rs. in Rs.1 Shovel 0.5 cum Hour 8.00 1003.10 8024.80





Fuel / Energy charges Hour 4.00 322.20 1288.806 Diesel road roller 8-10 tonne Hour 11.50 197.20 2267.80




in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dozer Hour 3.00 204.10 612.303 Crew for Tipper Hour 24.00 153.10 3674.404 Crew for Pump Hour 4.00 96.10 384.405 Crew for Water tanker Hour 4.00 153.10 612.406 Crew for Road roller Hour 11.50 182.20 2095.307 work inspector Day 2.00 370.00 740.008 mazdoor Day 38.00 295.00 11210.00



Total Rs: 73224.05


IRR-CAW-7-2



1 Nil 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 Shovel 0.5 cum Hour 8.00 1003.10 8024.80






Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrowarea 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.


166

6 Diesel road roller 8-10 tonnes Hour 10.00 197.20 1972.00Fuel / Energy charges Hour 10.00 767.30 7673.00



in Rs. in Rs.1 Crew for Shovel Hour 8.00 204.10 1632.802 Crew for Dozer Hour 3.00 204.10 612.303 Crew for Tipper Hour 24.00 153.10 3674.404 Crew for Pump Hour 4.00 96.10 384.405 Crew for Water tanker Hour 4.00 153.10 612.406 Crew for Road roller Hour 10.00 182.20 1822.007 work inspector Day 2.00 370.00 740.008 mazdoor Day 38.00 295.00 11210.00



Total Rs: 71504.00


IRR-CAW-7-3

lifts.



1 Nil 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 Angle Dozer 90 hp Hour 1.50 1715.50 2573.25



Fuel / Energy charges Hour 5.00 322.20 1611.004 Diesel road roller 8-10 tonne Hour 13.00 197.20 2563.60




in Rs. in Rs.1 Crew for Dozer Hour 1.50 204.10 306.152 Crew for Pump Hour 5.00 96.10 480.503 Crew for Water tanker Hour 5.00 153.10 765.504 Crew for Road roller Hour 13.00 182.20 2368.605 work inspector Day 2.00 370.00 740.006 mazdoor Day 38.00 295.00 11210.00

Providing cohesive non-swelling ( CNS ) soil lining to canal using soil collected in heapsalong the edge of canal requiring CNS soil lining as part of the disposal of excavated soil fromcanal excavation in CNS soil reach including spreading in layers of thickness not more than15 cm, breaking clods, watering, compacting to density control of not less than 95 percentor as stipulated, dressing to required profile etc., complete with lead upto upto 50 m and all


167



Total Rs: 36272.50


IRR-CAW-7-4

complete with lead upto 50 m and all lifts.

DATA RATE ANALYSIS UNIT : 32Nos.A. MATERIALS:


1 Rough stone 20x20x75 cm Each 32.00 23.00 736.000.00 0.00 0.00



in Rs. in Rs.1 Nil 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Stone chiseller Cl- I Day 2.00 385.00 770.003 mazdoor Day 2.00 295.00 590.00



Total Rs: 2466.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 345.24Total cost for 32.00 Nos. Rs: 2811.24Rate per each (A+B+C+D)/32.0 Rs. 87.90

IRR-CAW-7-5including 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,

DATA RATE ANALYSIS UNIT : 1000.00kgA. MATERIALS:


1 Rein.Steel with 5 % wastage kg 1050.00 46.50 48825.002 Binding wire 1.25 mm dia kg 8.00 70.00 560.003 Sundries ( chairs / spacers etc ) LS 10.00 41.00 410.00

Providing and fixing 20 x 20 x 75 cm size top surface neatly dressed canal bed levelstones including cost of all materials, labour, excavation, fixing in position to correct level etc.,

Providing, fabricating and placing in position reinforcement steel bars for RCC works

labour etc., complete with initial lead upto 50 and all lifts.


168



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Bar bender Day 6.00 450.00 2700.002 mazdoor Day 11.00 295.00 3245.00



Total Rs: 55740.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 7803.6Total cost for 1000.00 kg Rs: 63543.60Rate per kg (A+B+C+D)/1000.0 Rs. 63.50

IRR-CAW-7-6

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

(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 : 960sqmA. MATERIALS:


1 Cement 43 Gr kg 23760.00 4.00 95040.002 Coarse aggregate 20-10 mm cum 41.18 1210.00 49832.64

Coarse aggregate 10-4.75 mm cum 22.18 875.00 19404.003 Fine aggregate (Un-Screened ) cum 35.64 462.00 16465.684 Super plasticiser kg 95.04 80.00 7603.205 PVC sealing strip Rm 640.00 44.00 28160.006 Use rate of paving cylinder sqm 960.00 0.88 842.407 Sundries LS 5.00 41.00 205.00



in Rs. in Rs.1 Batching plant Hour 8.00 405.40 3243.20

Lubricants etc @ 5 % Hour 8.00 20.27 162.162 Transit mixer 3 Nos Hour 24.00 758.40 18201.60

Fuel / Energy charges Hour 24.00 937.80 22507.203 Mechanical paver Hour 8.00 356.50 2852.00

Lubricants etc @ 5 % Hour 8.00 17.83 142.604 DG set for batching plant 50 KVA Hour 8.00 85.10 680.80

Fuel / Energy charges Hour 8.00 1023.00 8184.005 DG set for paver 30 KVA Hour 8.00 65.80 526.40

Fuel / Energy charges Hour 8.00 682.00 5456.006 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20

Fuel / Energy charges Hour 2.00 511.50 1023.007 Water tanker Hour 8.00 402.50 3220.00

Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not lessthan 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

from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.


169


8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.60Fuel / Energy charges Hour 8.00 85.30 682.40

9 Sundries ( power line etc ) LS 5.00 41.00 205.00Total hire charges of Machinery Rs: 71751.76


in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Transit mixer Hour 24.00 244.90 5877.603 Crew for Concrete paver Hour 8.00 364.40 2915.204 Crew for DG set Hour 16.00 113.90 1822.405 Crew for Shovel Hour 2.00 204.10 408.206 Crew for Water tanker Hour 8.00 153.10 1224.807 Crew for Pump Hour 16 96.10 1537.608 Mason Class I Day 2 385.00 770.009 Mechanic Day 1 385.00 385.0010 Fitter Day 1 385.00 385.0011 Electrician Day 1 440.00 440.0012 work inspector Day 2 370.00 740.0013 mazdoor ( BP site ) Day 5 295.00 1475.0014 mazdoor ( Paver site ) Day 10 295.00 2950.00



Total Rs: 312585.88Add for shifting & re-erection of BP @ 2% Rs: 6251.7176Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1562.9294Add for ledge cutting / erection of tracks etc @ 1% Rs: 3125.8588

Total Rs: 323526.3914% Rs: 45293.69


23.76 tonne @ 124.6 Rs./Tonne2960.496Total cost for 960.00 sqm Rs: 374829.38Rate per sqm (A+B+C+D)/960.0 Rs. 390.40

IRR-CAW-7-7

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

(43 Gr Cement content: 300 kg /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.,)



1 Cement 43 Gr kg 25344.00 4.00 101376.002 Coarse aggregate 20-10 mm cum 43.93 1210.00 53154.82

Coarse aggregate 10-4.75 mm cum 23.65 875.00 20697.603 Fine aggregate (Un-Screened ) cum 38.02 462.00 17563.394 Super plasticiser kg 101.38 80.00 8110.085 PVC sealing strip Rm 640.00 44.00 28160.006 Use rate of paving cylinder sqm 960.00 0.88 842.407 Sundries LS 5.00 41.00 205.00

D. Add for contractor's profit and overheads on (A+B+C+other percentages)


Providing and laying 80 mm thick in-situ M-15 ( 28 days cube compressive strength not lessthan 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

from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts.


170



in Rs. in Rs.1 Batching plant Hour 8.00 405.40 3243.20

Lubricants etc @ 5 % Hour 8.00 20.27 162.162 Transit mixer 3 Nos Hour 24.00 758.40 18201.60


Lubricants etc @ 5 % Hour 8.00 17.83 142.604 DG set for batching plant 50 KVA Hour 8.00 85.10 680.80

Fuel / Energy charges Hour 8.00 1023.00 8184.005 DG set for paver 30 KVA Hour 8.00 65.80 526.40

Fuel / Energy charges Hour 8.00 682.00 5456.006 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20

Fuel / Energy charges Hour 2.00 511.50 1023.007 Water tanker Hour 8.00 402.50 3220.00


8 Pump 5 hp(diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.60Fuel / Energy charges Hour 8.00 85.30 682.40

9 Sundries ( power line etc ) LS 5.00 41.00 205.00Total hire charges of Machinery Rs: 71751.76


in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Transit mixer Hour 24.00 244.90 5877.603 Crew for Concrete paver Hour 8.00 364.40 2915.204 Crew for DG set Hour 16.00 113.90 1822.405 Crew for Shovel Hour 2.00 204.10 408.206 Crew for Water tanker Hour 8.00 153.10 1224.807 Crew for Pump Hour 16 96.10 1537.608 Mason Class I Day 2 385.00 770.009 Mechanic Day 1 385.00 385.0010 Fitter Day 1 385.00 385.0011 Electrician Day 1 440.00 440.0012 work inspector Day 2 370.00 740.0013 mazdoor ( BP site ) Day 5 295.00 1475.0014 mazdoor ( Paver site ) Day 10 295.00 2950.00



Total Rs:325142.248Add for shifting & re-erection of BP @ 2% Rs: 6502.84496Add for LH / RH shifting & erection of Paver @ 0.5% Rs: 1625.71124Add for ledge cutting / erection of tracks etc @ 1% Rs: 3251.42248

Total Rs: 336522.2314% Rs: 47113.11


25.34 tonne @ 124.6 Rs./Tonne3157.8624Total cost for 960.00 sqm Rs: 390045.26Rate per sqm (A+B+C+D)/960.0 Rs. 406.30

IRR-CAW-7-8

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



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, gradedaggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all

side of canal etc., complete with initial lead upto 1 Km and all lifts.


171

(43 Gr Cement content: 300 kg /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.,)

DATA: RATE ANALYSIS UNIT : 800Sqm A. MATERIALS:Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Cement 43 Gr Kg 26400 4.00 105600.002 Coarse aggregate 20-10 mm cum 45.76 1210.00 55369.60 Coarse aggregate 10-4.75 mm cum 24.64 875.00 21560.003 Fine aggregate (Un-Screened) cum 39.6 462.00 18295.204 Super plasticiser kg 105.6 80.00 8448.005 PVC sealing strip Rm 533 44.00 23452.006 Use rate of paving cylinder sqm 800 0.8775 702.00


B. MACHINERY: Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Batching plant Hour 8 405.40 3243.202 Transit mixer 3 Nos Hour 24 758.40 18201.60 Fuel / Energy charges Hour 24 937.80 22507.203 Mechanical paver Hour 8 356.50 2852.00 lubricants etc @ 5% Hour 8 17.83 142.604 DG set for batching plant 50 KVA Hour 8 85.10 680.80 Fuel / Energy charges Hour 8 1023.00 8184.005 DG set for paver 30 KVA Hour 8 65.80 526.40

Fuel / Energy charges Hour 8 682.00 5456.006 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20

Fuel / Energy charges Hour 2.00 511.50 1023.007 Water tanker Hour 8 402.50 3220.00

Fuel / Energy charges Hour 8 322.20 2577.60

8 Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour 8 10.20 81.60Fuel / Energy charges 8 85.30 682.40Total hire charges of Machinery Rs. 71384.6


in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Transit mixer Hour 24.00 244.90 5877.603 Crew for Concrete paver Hour 8.00 364.40 2915.204 Crew for DG set Hour 16.00 113.90 1822.405 Crew for Shovel Hour 2.00 204.10 408.206 Crew for Water tanker Hour 8 153.10 1224.807 Crew for Pump Hour 8 96.10 768.808 Mason Class I Day 2 385.00 770.009 Mechanic Day 1 385.00 385.0010 Fitter Day 1 385.00 385.0011 Electrician Day 1 440.00 440.0012 work inspector Day 2 370.00 740.0013 mazdoor ( BP site ) Day 5 295.00 1475.0014 mazdoor ( Paver site ) Day 10 295.00 2950.00



TOTAL Rs. 327323.8Add for shifting & re-erection of BP @ 2% Rs. 6546.476Add for LH / RH shifting & erection of Paver @ 0.5% Rs. 1636.619Add for ledge cutting / erection of tracks etc @ 1% Rs. 3273.238

Total Rs: 338780.1314% Rs: 47429.22

Lead Charges for 1 Km for FA 39.60 cum @ 31.5 Rs./Cum 1247.4



172

Lead Charges for 1 Km for CA 70.40 cum @ 30.4 Rs./Cum 2140.16

26.40 tonne @ 124.6 Rs./Tonne3289.44Total cost for 800.00 Sqm Rs: 392886.35Rate per Sqm (A+B+C+D)/800.0 Rs. 491.10

IRR-CAW-7-9accessories across canal CD work or other locations wherever shifting and re-erecting isnecessary including aligning paver correctly for continuing canal lining work, cost of all

Note: Local shifting and re-erection of paver for LH and RH side lining included in concrete lining ratesunder items IRR-CAW-7-7 and IRR-CAW-7-8 and saperate rate for shifting shall not be allowed.

DATA: RATE ANALYSIS UNIT : 1.00ShiftingA. MATERIALS:


1 NIL 0.00 0.00



in Rs. in Rs.1 Tipper Hour 4.00 446.70 1786.8

Fuel / Energy charges Hour 1.00 322.20 322.22 Sundries (ropes / rails etc) LS 1.00 41.00 41



in Rs. in Rs.1 Crew for Tipper Hour 4.00 153.10 612.42 Crew for Paver Hour 8.00 364.40 2915.23 mazdoor Day 6.00 295.00 1770



Total Rs: 7447.60

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 1042.66Total cost for 1.00 Shifting Rs: 8490.26Rate per Shifting (A+B+C+D)/1.0 Rs. 8490.30

IRR-CAW-7-10

to required curveture, cost of all materials, machinery, labour, formwork including supports,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

( 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)


Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all

materials, machinery, labour etc., complete with all leads and lifts.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than10 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for bed and side lining of canal(150mm thick) including finishing the junction of bed and sides

complete with initial lead upto 50 m and all lifts. ( Cement content : 250 kg / cum )


173



1 Cement for mix kg 7042.5 4.00 28170



3 Fine aggregate (Un-Screened) cum 11.27 462.00 5205.8164 Super Plasticizer kg 28.17 80.00 2253.66 Use rate of manual paver sqm 180 29.02 5222.947 Sundries LS 2 41.00 82



in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.2Fuel / Energy charges Hour 16.00 170.50 2728

2 5 hp pump ( diesel ) Hour 0.50 10.20 5.1Fuel / Energy charges Hour 0.50 85.30 42.65


4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.6Fuel / Energy charges Hour 16.00 21.50 344



in Rs. in Rs.1 Crew for Concrete mixer Hour 16.00 189.80 3036.82 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.14 Crew for Needle vibrator Hour 16.00 136.60 2185.65 work inspector Day 1.00 370.00 3706 Mason Class-I Day 2.00 385.00 7707 Fitter Day 1.00 385.00 3858 mazdoor

for batching materials Day 22.00 295.00 6490for loading mortar pans Day 8.00 295.00 2360for laying and moving paver Day 6.00 295.00 1770for conveying concrete Day 28.17 295.00 8310.15for cleaning/ washing/ curing Day 2.00 295.00 590



Total Rs: 101570.21


174


IRR-CAW-7-11

and sides to required curvature, cost of all materials, machinery, labour, formwork including supportscleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

( 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)

DATA RATE ANALYSIS UNIT: 27cum

A. MATERIALS:Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Cement for mix kg 6750 4.00 27000.00

Cement for incidentals @ 5 Kg / cum kg 135 4.00 540.002 Coarse aggregate 40mm cum 12.15 1145.00 13911.75

Coarse aggregate 20 mm . cum 7.29 1210.00 8820.90Coarse aggregate 10 mm . cum 4.86 875.00 4252.50

3 Fine aggregate (Un-Screened) cum 10.8 462.00 4989.604 Super Plasticizer kg 27 80.00 2160.005 Use rate of manual paver sqm 270 29.02 7834.41

Total Rs. 69509.16Total cost of Materials Rs. 69509.16

B. MACHINERY:Sl.No Particulars Unit Qty Rate in Rs. Amount

1 Concrete mixer 600/400 ltr (diesel) Hour 16.00 92.70 1483.20Fuel / Energy charges Hour 16.00 170.50 2728.00

2 5 hp pump (diesl) Hour 0.50 10.20 5.10Fuel / Energy charges Hour 0.50 85.30 42.65


4 Needle vibrator 40 mm die (petrol) Hour 4.00 7.60 30.40Fuel / Energy charges Hour 4.00 21.50 86.00Total hire charges of Machinery Rs. 5100.05


in Rs. in Rs.1 Crew for Concrete mixer Hour 16.00 189.80 3036.82 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.14 Crew for Needle vibrator Hour 16.00 136.60 2185.65 work inspector Day 1.00 370.00 3706 Mason Class-I Day 2.00 385.00 7707 Fitter Day 1.00 385.00 3858 mazdoor

for batching materials Day 22.00 295.00 6490for loading mortar pans Day 8.00 295.00 2360for laying and moving paver Day 6.00 295.00 1770for conveying concrete Day 27.00 295.00 7965for cleaning/ washing/ curing Day 2.00 295.00 590


ABSTRACT:A. Cost of Materials including royalty charges Rs. 69509.16B. Hire charges of Machinery Rs. 5100.05C. Cost of Labour Rs. 26123.55

Total Rs. 100732.76

Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than10 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

complete with initial lead up to 50 m and all lifts (Cement content: 250 kg/cum)


175


IRR-CAW-7-12

Forming contraction joints fixing pvc joint seiling strips shifting of paver from one side of canal to other

(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)

DATA: RATE ANALYSIS UNIT : 800Sqm A. MATERIALS:

Sl.No Particulars Unit Qty Rate in Rs. Amount 1 Cement 43 Gr Kg 22000.00 4.00 880002 Coarse aggregate 40 mm cum 39.60 1145.00 45342

Coarse aggregate 20 mm cum 23.76 1210.00 28749.6 Coarse aggregate 10 mm cum 15.84 875.00 138603 Fine aggregate (Un-Screened) cum 35.20 462.00 16262.44 Super plasticiser kg 88.00 80.00 70405 PVC sealing strip Rm 533.00 44.00 234526 Use rate of paving cylinder sqm 800.00 0.878 702



1 Batching plant Hour 8.00 405.40 3243.22 Transit mixer 3 Nos Hour 24.00 758.40 18201.6 Fuel / Energy charges Hour 24.00 937.80 22507.23 Mechanical paver Hour 5.00 356.50 1782.5 lubricants etc @ 5% Hour 5.00 17.83 89.1254 DG set for batching plant 50 KVA Hour 8.00 85.10 680.8 Fuel / Energy charges Hour 8.00 1023.00 81845 DG set for paver 30 KVA Hour 8.00 65.80 526.4

Fuel / Energy charges Hour 8.00 682.00 54566 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20

Fuel / Energy charges Hour 2.00 511.50 1023.007 Water tanker Hour 8.00 402.50 3220


8 Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.6Fuel / Energy charges Hour 8.00 85.30 682.4Total hire charges of Machinery Rs. 70261.63


in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Transit mixer Hour 24.00 244.90 5877.603 Crew for Concrete paver Hour 8.00 364.40 2915.204 Crew for DG set Hour 16.00 113.90 1822.405 Crew for Shovel Hour 2.00 204.10 408.206 Crew for Water tanker Hour 8 153.10 1224.807 Crew for Pump Hour 8 96.10 768.808 Mason Class I Day 2 385.00 770.009 Mechanic Day 1 385.00 385.0010 Fitter Day 1 385.00 385.0011 Electrician Day 1 440.00 440.0012 work inspector Day 2 370.00 740.0013 mazdoor ( BP site ) Day 5 295.00 1475.0014 mazdoor ( Paver site ) Day 10 295.00 2950.00

Total cost of Labour Rs: 22512.40labour component/unit qty 28.10Add contractor's profit and overhead charges 14.00% 3.90

Providing and laying100mm thick insitu vibrated M-10 (28 days cube compressive strength-not less than10.00 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

side etc.complete with 1 km lead & all lifts.


176


ABSTRACT:A. Cost of Materials Rs. 223408.00B. Hire charges of Machinery Rs. 70261.63C. Cost of Labour Rs. 22512.40


Total Rs: 327248.4014% Rs: 45814.78


22.00 tonne @ 124.6 Rs./Tonne 2741.2Total cost for 800.00 Sqm Rs: 379320.86Rate per Sqm (A+B+C+D)/800.0 Rs. 474.20

IRR-CAW-7-13

to required curveture, cost of all materials, machinery, labour, formwork including supports,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

(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)



1 Cement for mix kg 6750 4.00 27000

Cement for incidentals @ 5 kg / cum kg 135 4.00 5402 Coarse aggregate 20-10 mm cum 14.04 1210.00 16988.4

Coarse aggregate 10 mm below cum 7.56 875.00 66153 Fine aggregate (Un-Screened) cum 12.15 462.00 5613.34 Super Plasticizer kg 27 80.00 21605 Use rate of manual paver sqm 270 29.02 7834.416 Sundries LS 2 41.00 82



in Rs. in Rs.







in Rs. in Rs.1 Crew for Concrete mixer Hour 16.00 189.80 3036.82 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.14 Crew for Vibrator Hour 16.00 136.60 2185.605 Mason Class-I Day 2.00 385.00 7706 work inspector Day 1.00 370.00 3707 Fitter Day 1.00 385.00 3858 mazdoor

for batching materials Day 22.00 295.00 6490



Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than10 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for bed and side lining of canal including finishing the junction of bed and sides



177

for loading mortar pans Day 8.00 295.00 2360for laying and moving paver Day 6.00 295.00 1770for conveying concrete Day 27.00 295.00 7965for cleaning/ washing/ curing Day 2.00 295.00 590



Total Rs: 98405.91


IRR-CAW-7-14

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.,

(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)



1 Cement for mix kg 7226.8 4.00 28907.20



3 Fine aggregate (Un-Screened) cum 9.97 462.00 4605.2164 Super Plasticizer kg 28.91 80.00 2312.585 Use rate of manual paver sqm 166.14 29.02 4820.776 Sundries LS 2 41.00 82.00



in Rs. in Rs.

1 Concrete mixer 600/400 ltr ( diesel ) Hour 16.00 92.70 1483.20Fuel / Energy charges Hour 16.00 170.50 2728.00



4 Needle vibrator 40 mm dia ( petrol ) Hour 16.00 7.60 121.60Fuel / Energy charges Hour 16.00 21.50 344.00




Providing 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 bed and side lining of canal(150 mm thick) including finishing the junction of bed



178

for batching materials Day 22.00 295.00 6490for loading mortar pans Day 8.00 295.00 2360for laying Day 6.00 295.00 1770for conveying concrete Day 24.92 295.00 7351.4for cleaning/ washing/ curing Day 2.00 295.00 590



Total Rs: 97091.66


IRR-CAW-7-15

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.,

(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)



1 Cement for mix kg 6930 4.00 27720

Cement for incidentals @ 5 kg / cum kg 115.5 4.00 4622 Coarse aggregate 20-10 mm cum 12.01 1210.00 14534.52

Coarse aggregate 10 mm below cum 6.47 875.00 5659.53 Fine aggregate (Un-Screened) cum 10.40 462.00 4802.494 Super Plasticizer kg 27.72 80.00 2217.606 Use rate of manual paver sqm 231 29.02 6702.777 Sundries LS 2 41.00 82



in Rs. in Rs.








Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for bed and side lining of canal(100 mm thick) including finishing the junction of bed



179

for batching materials Day 22.00 295.00 6490for loading mortar pans Day 8.00 295.00 2360for laying and moving paver Day 6.00 295.00 1770for conveying concrete Day 23.10 295.00 6814.5for cleaning/ washing/ curing Day 2.00 295.00 590



Total Rs: 92603.18


IRR-CAW-7-16

forming contractiom joints fixing pvc joint seiling strips shifting of paver from one side of canal to other

(43 Gr Cement content: 300 kg /cum (45 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.44 cum equivalent concrete volume:132 cum including the extra quantity of concrete for curvatures and bends etc.,)

DATA: RATE ANALYSIS UNIT : 800Sqm A. MATERIALS:

Sl.No Particulars Unit Qty Rate in Rs. Amount 1 Cement 43 Gr Kg 39600.00 4.00 1584002 Coarse aggregate 20 mm cum 68.64 1210.00 83054.4

Coarse aggregate 10 mm cum 36.96 875.00 323403 Fine aggregate (Un-Screened) cum 58.08 462.00 26832.964 Super plasticiser kg 158.40 80.00 126725 PVC sealing strip Rm 533.00 44.00 234526 Use rate of paving cylinder sqm 800.00 0.878 702



1 Batching plant Hour 8.00 405.40 3243.22 Transit mixer 3 Nos Hour 24.00 758.40 18201.6


lubricants etc @ 5% Hour 5.00 17.83 89.1254 DG set for batching plant 50 KVA Hour 8.00 85.10 680.8

Fuel / Energy charges Hour 8.00 1023.00 81845 DG set for paver 30 KVA Hour 8.00 65.80 526.4

Fuel / Energy charges Hour 8.00 682.00 54566 Shovel 0.5 cum / Loader Hour 2.00 1003.10 2006.20

Fuel / Energy charges Hour 2.00 511.50 1023.007 Water tanker Hour 8.00 402.50 3220


8 Pump 5 hp (diesel) 2 Nos. 4 hrs each Hour 8.00 10.20 81.6Fuel / Energy charges Hour 8.00 85.30 682.4Total hire charges of Machinery Rs. 70261.63


in Rs. in Rs.1 Crew for Batching plant Hour 8.00 293.80 2350.402 Crew for Transit mixer Hour 24.00 244.90 5877.60

Providing 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

side etc.complete with 1km lead & all lifts.


180

3 Crew for Concrete paver Hour 8.00 364.40 2915.204 Crew for DG set Hour 16.00 113.90 1822.405 Crew for Shovel Hour 2.00 204.10 408.206 Crew for Water tanker Hour 8 153.10 1224.807 Crew for Pump Hour 8 96.10 768.808 Mason Class I Day 2 385.00 770.009 Mechanic Day 1 385.00 385.0010 Fitter Day 1 385.00 385.0011 Electrician Day 1 440.00 440.0012 work inspector Day 2 370.00 740.0013 mazdoor ( BP site ) Day 5 295.00 1475.0014 mazdoor ( Paver site ) Day 10 295.00 2950.00




Total Rs: 445285.3514% Rs: 62339.95


39.60 tonne @ 124.6 Rs./Tonne4934.16Total cost for 800.00 Sqm Rs: 517599.22Rate per Sqm (A+B+C+D)/800.0 Rs. 647.00

IRR-CAW-7-17

machinery, labour, formwork, fabricating and placing reinforcement steel, mixing, laying,conveying and fixing in position including necessary excavation for seating, finishing joints in

DATA RATE ANALYSIS UNIT : 20.00 templeteA. MATERIALS:


1 Cement 43 Gr kg 310.00 4.00 12402 Sand (Un-Screened ) cum 0.50 462.00 2313 Coarse aggregate 20-10 mm cum 0.50 1210.00 605

Coarse aggregate 10-4.75 mm cum 0.30 875.00 262.54 Reinforcement steel kg 200.00 46.50 93005 Binding wire kg 3.00 70.00 2106 Use rate of mould set 20.00 63.69 1273.79567 Sundries( water charges & misc. ) LS 1.00 41.00 41



in Rs. in Rs.1 Hand mixer Hour 8.00 5.50 44

8.00 0.00 0



Providing and fixing pre-cast RCC template walls consisting of 0.05 cum M-15 gradeconcrete using 20 mm down size coarse aggregates and 10 kg reinforcement steel mouldedas per specifications and drawing in CM 1:4 proportion including cost of all materials,

CM 1:4, curing etc., complete with initial lead upto 1 km and all lifts.


181



in Rs. in Rs.1 work inspector Day 1.00 370.00 3702 Mason Class I for fixing Day 1.00 385.00 3853 Mason Class II for casting Day 2.00 345.00 6904 Bar bender Day 1.00 450.00 4505 mazdoor ( casting yard ) Day 4.00 295.00 1180

mazdoor ( for fixing ) Day 2.00 295.00 590 mazdoor for conveying Day 2.00 295.00 590


ABSTRACT:A. Cost of Materials including serignorage charges Rs: 13163.30B. Hire charges of Machinery Rs: 44.00C. Cost of Labour Rs: 4255.00

Total Rs: 17462.30D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 2444.72Lead Charges for 1 Km for FA 0.50 cum @ 31.5 Rs./Cum 15.75Lead Charges for 1 Km for CA 0.80 cum @ 30.4 Rs./Cum 24.32

0.31 tonne @ 124.6 Rs./Tonne 38.626

0.20 tonne @ 145.6 Rs./Tonne 29.12Total cost for 20.00 templete Rs: 20014.83Rate per templete (A+B+C+D)/20.0 Rs. 1000.70

IRR-CAW-7-18one end closed with perforated GI plate and other end provided with alluminium lid hinged

leads and lifts.



1 GI pipe 50 mm dia 10 Nos Rm 1.25 320.00 4002 GI plate & Alluminium lid ( hinged ) LS 10.00 41.00 410



in Rs. in Rs.1 Drilling 8 mm dia holes LS 0.50 41.00 20.5

0.00Total hire charges of Machinery Rs: 20.50


in Rs. in Rs.1 Pipe fitter Day 0.50 440.00 220

mazdoor Day 0.50 295.00 147.5Total cost of Labour Rs: 367.50



Total Rs: 1198.00



Providing and fixing 50 mm dia perforated GI pressure relief pipes 12.50 cm long with

to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all


182



leads and lifts.



1 GI pipe 50 mm dia 10 Nos Rm 2.25 320.00 7202 GI plate & Alluminium lid ( hinged ) LS 10.00 41.00 410



in Rs. in Rs.1 Drilling 8 mm dia holes LS 5.00 41.00 205



in Rs. in Rs.1 Pipe fitter Day 0.50 440.00 220




Total Rs: 1702.50

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 238.35Total cost for 10.00 Nos. Rs: 1940.85Rate per No. (A+B+C+D)/10.0 Rs. 194.10


leads and lifts.



1 GI pipe 50 mm dia 10 Nos Rm 3.00 320.00 960.002 GI plate & Alluminium lid ( hinged ) LS 10.00 41.00 410.00






Providing and fixing 50 mm dia perforated GI pressure relief pipes 22.50 cm long with


Providing and fixing 50 mm dia perforated GI pressure relief pipes 30 cm long with



183

in Rs. in Rs.1 Pipe fitter Day 0.50 440.00 220.00




Total Rs: 2024.50



leads and lifts.



1 GI pipe 50 mm dia 10 Nos Rm 4.50 320.00 1440.002 GI plate & Alluminium lid ( hinged ) LS 10.00 41.00 410.00






in Rs. in Rs.1 Pipe fitter Day 0.50 440.00 220.00




Total Rs: 2627.50



leads and lifts.








184

1 GI pipe 50 mm dia Rm 7.50 320.00 2400.002 GI plate & Alluminium lid ( hinged ) LS 10.00 41.00 410.00






in Rs. in Rs.1 Pipe fitter Day 0.50 440.00 220.002 mazdoor Day 0.50 295.00 147.50



Total Rs: 3792.50


IRR-CAW-7-23 including cost of all materials, labour, drilling 8 mm dia holes etc. complete with allleads and lifts.

DATA RATE ANALYSIS UNIT: 10Nos.A. MATERIALS:

Sl.No Particulars Unit Qty Rate in Rs1 PVC pipe 100 mm dia 10 Nos Rm 10.00 175.00 1750.00


B. MACHINERY

Sl.No Description Unit Quantity Rate in Rs.

1 Nill 0.00 0.000.00 0.00

Total hire chargs of Machinery Rs. 0.00

C. LABOUR

Sl.No Particulars Unit Qty Rate in Rs1 Pipe fitter Day 0.25 440.00 110.002 Mazdoor Day 0.25 295.00 73.75

Total cost of Labour Rs. 183.75labour component/unit qty 18.40Add contractor's profit and overhead charges 14.00% 2.60labour component/unit qty (including contractor's profit) 21.00


Total Rs: 1933.75


Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes

Amount in Rs.

Amount in Rs.

Amount in Rs.


185

IRR-CAW-7-24

leads and lifts.

DATA: RATE ANALYSIS UNIT : 10Nos.A. MATERIALS:


1 Use rate of drill rod 1.6 m long Rm 10.00 26.85 268.53Reconditioning charges @ 10% 26.85

2 Use rate of air hose 2 Nos. Hour 2.00 10.94 21.88Total cost of Materials Rs: 317.26


in Rs. in Rs.1 Air compressor 8.5 cmm diesel Hour 1.00 275.60 275.60

Fuel / Energy charges Hour 1.00 959.10 959.102 Jack hammer 2 Nos. Hour 2.00 19.80 39.60



in Rs. in Rs.1 Crew for Air compressor Hour 1.00 182.20 182.202 Crew for Jack hammer Hour 2.00 284.70 569.40



Total Rs: 2343.16


IRR-CAW-7-25down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarseaggregate filter including cost of all materials, labour, excavation of pit etc., complete withlead upto 50 m and all lifts.



1 Coarse aggregate 10-4.75 mm cum 0.15 875.00 131.252 Sand (Un-Screened ) cum 0.35 462.00 161.70



in Rs. in Rs.1 Nil 0.00 0.00




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

Providing and forming 35 x 35 x 40 cm deep filter drain consisting of 75 mm thick 10 mm


186



Total Rs: 356.95


IRR-CAW-7-26

including cutting slabs to required size, mixing mortar, finishing joints neatly, curing etc.,



1 Shahabad Stone slabs sqm 105.00 229.00 24045.002 Cement 43 Gr kg 200.00 4.00 800.003 Sand (Screened ) cum 0.40 606.00 242.40






in Rs. in Rs.1 Operator pump Hour 2.00 96.10 192.202 work inspector Day 1.00 370.00 370.003 Mason Class I Day 4.00 385.00 1540.004 Mason Class II Day 2.00 345.00 690.005 mazdoor Day 8.00 295.00 2360.00

6 Day 1.00 395.00 395.00Total cost of Labour Rs: 5547.20



Total Rs: 30825.60


IRR-CAW-7-27including preparing bed, flush pointing joints in CM 1 : 3 propn, cost of all materials ( excluding


Providing and fixing 25 to 40 mm thick Shahabad / Talikota / other similar stone slabswith pointing and finishing joints neatly in CM 1:3 proportion for canal / field channel lining

complete with lead upto 50 m and all lifts.

Cartman with Double Bullock cart for water

Fixing PCC slabs of various sizes in CM 1 : 3 proportion to the side slopes of canal

PCC slabs ), labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.


187


1 Cement 43 Gr kg 240.00 4.00 960.002 Sand (Screened) cum 0.50 606.00 303.00






in Rs. in Rs.1 Operator pump Hour 2.00 96.10 192.202 work inspector Day 1.00 370.00 370.003 Mason Class I Day 4.00 385.00 1540.004 mazdoor Day 9.00 295.00 2655.00




Total Rs: 6606.20


IRR-CAW-7-28including necessary excavation, refilling, flush pointing joints in CM 1 : 3 propn, cost of all


DATA: RATE ANALYSIS UNIT : 100.00RmA. MATERIALS:


1 Cement 43 Gr kg 58.00 4.00 232.002 Sand ( Screened) cum 0.12 606.00 72.72








labour component/unit qty 34.50


Fixing PCC lug slabs of various sizes in CM 1 : 3 proportion for supporting PCC slab lining

materials ( excluding PCC lug slabs ), labour, finishing, curing etc., complete with initial lead



188



Total Rs: 3851.32

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 539.18Total cost for 100.00 Rm Rs: 4390.50Rate per Rm (A+B+C+D)/100.0 Rs. 43.90

IRR-CAW-7-29complete with all leads and lifts.



1 Nill 0.00 0.000.00 0.00



in Rs. in Rs.1 Nill 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Mason Cl- II Day 1.00 345.00 345.003 mazdoor Day 1.00 295.00 295.00



Total Rs: 1010.00


IRR-CAW-7-30

a. Using 500 micron thick LDPE sheet.

Fixing 30 cm height pre-cast drops for field channels as directed including excavation, etc.,

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.


189



1 LDPE sheet 500 micron thick sqm 275.00 92.00 25300.002 Bitumen 85 / 25 and 80 / 100 Gr kg 4.00 43.00 172.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.

1 sqm 250.00 9.20 2300.002 mazdoor Day 1.00 295.00 295.00



Total Rs: 28067.00D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 3929.38Total cost for 250.00 sqm Rs: 31996.38Rate per sqm (A+B+C+D)/250.0 Rs. 128.00

Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provideaverage 75 mm thick sand backing to LDPE sheet.

For providing average 75 mm thick sand backing :

DATA: Quantity of sand ( unscreened ) ( 250 x 0.075 ) 18.75 cum2 mazdoors for laying 6 cum per day.

RATE ANALYSIS UNIT : 250.00sqmA. MATERIALS:


1 Sand for filling cum 18.75 342.00 6412.500.00 0.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00





Joining & laying @ 10 % of sheet cost


190


Total Rs: 8182.50


IRR-CAW-7-31

b. Using 750 micron thick LDPE sheet.



1 LDPE sheet 750 micron thick 275.00 130.00 35750.002 Bitumen 85 / 25 and 80 / 100 Gr 4.00 43.00 172.00






in Rs. in Rs.

1 sqm 250.00 13.00 3250.002 mazdoor Day 1.00 295.00 295.00



Total Rs: 39467.00


Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provideaverage 75 mm thick unscreened sand backing to LDPE sheet.For providing average 75 mm thick sand backing add per sqm Rs: 37.30

IRR-CAW-7-32

c. Using 1000 micron thick LDPE sheet.



1 LDPE sheet 1000 micron thick 275.00 180.00 49500.002 Bitumen 85 / 25 and 80 / 100 Gr 4.00 43.00 172.00


B. MACHINERY:





191

Sl No Description Unit Quantity Rate Amountin Rs. in Rs.

1 Nill 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.

1 sqm 250.00 18.00 4500.002 mazdoor Day 1.00 295.00 295.00



Total Rs: 54467.00


Note : i ) If the surface on which the LDPE sheet is to be laid is too rough and undulating provideaverage 75 mm thick unscreened sand backing to LDPE sheet.For providing average 75 mm thick sand backing add per sqm Rs: 37.30

IRR-CAW-7-33

leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00RmA. MATERIALS:


1 Tarfelt joint filler board 12 mm thick sqm 38.75 420.00 16275.000.00 0.00






in Rs. in Rs.1 Carpenter Cl- II Day 1.00 345.00 345.002 mazdoor Day 1.00 295.00 295.00



Total Rs: 16915.00



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


192

IRR-CAW-7-34

leads and lifts.

DATA RATE ANALYSIS UNIT : 100.00RmA. MATERIALS:


1 Tarfelt joint filler board 20 mm thick sqm 10.00 630.00 6300.000.00 0.00 0.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00






Total Rs: 6940.00


IRR-CAW-7-35

leads and lifts.



1 Tarfelt joint filler board 20 mm thick sqm 15.30 630.00 9639.000.00 0.00








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

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


193



Total Rs: 10279.00


IRR-CAW-7-36

all leads and lifts.



1 Asphalt 80/100 Gr kg 35.00 43.00 1505.00Sand (Screened ) cum 0.04 606.00 24.24



in Rs. in Rs.1 Nill 0.00 0.00 0.00






Total Rs: 1996.74


IRR-CAW-7-37

coarse aggregate including cost of all materials, machinery, labour, batching, mixing, laying,

( 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 : 0.45cumequivalent concrete volume: 3.74 cum)



1 Cement for mix kg 1122.00 4.00 4488.00

Cement for incidentals @ 1 kg / slab kg 225.00 4.00900.00

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

Manufacturing 550 x 550 x 55 mm size PCC lining slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N /sqmm ) cement concrete using 20 mm down graded

compacting, formwork, finishing, curing etc.,complete with initial lead upto 50 m and all lifts.


194

2 Coarse aggregate 20-10 mm cum 1.94 1210.00 2353.21Coarse aggregate 10 mm below cum 1.05 875.00 916.30

3 Fine aggregate (Un-Screened ) cum 1.68 462.00 777.554 Super Plasticizer kg 4.49 80.00 359.045 Use rate of moulds for 500 uses No. 225.00 8.54 1921.93



in Rs. in Rs.1 Concrete mixer 300/200 ltr ( diesel) Hour 8.00 53.50 428.00

Fuel / Energy charges Hour 8.00 85.30 682.402 5 hp pump ( diesel ) Hour 0.10 10.20 1.02



90% Rs: 1138.40


in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.10 96.10 9.613 Crew for Water tanker Hour 0.20 153.10 30.624 Mason Class-I Day 2.00 385.00 770.005 work inspector Day 1.00 370.00 370.006 mazdoor

for batching materials / laying CC Day 3.00 295.00 885.00for demoulding / oiling / laying Day 2.00 295.00 590.00for shifting slabs to curing pond Day 1.00 295.00 295.00for stacking after curing Day 1.00 295.00 295.00for cleaning & miscellaneous Day 1.00 295.00 295.00


90% Rs: 4552.77labour component/unit qty 20.20Add contractor's profit and overhead charges 14.00% 2.80labour component/unit qty (including contractor's profit) 23.00


Total Rs: 17407.19


IRR-CAW-7-38


( 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: 0.23 cum)



1 Cement for mix kg 69.00 4.00 276.00

Cement for incidentals @ 0.5 kg/slab kg 12.50 4.0050.00


3 Fine aggregate (Un-Screened ) cum 0.10 462.00 47.82

Aportioned hire charges of machinery for lining slab

Aportioned cost of labour for lining slabs

Manufacturing 550 x 300 x 55 mm size PCC lug slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N / sqmm ) cement concrete using 20 mm down graded



195

4 Super Plasticizer kg 0.28 80.00 22.085 Use rate of moulds for 500 uses No. 25.00 5.25 131.33







10% Rs: 126.49



for batching materials / laying CC Day 3.00 295.00 885.00for demoulding / oiling / laying Day 2.00 295.00 590.00for shifting slabs to curing pond Day 1.00 295.00 295.00for stacking after curing Day 1.00 295.00 295.00for cleaning & miscellaneous Day 1.00 295.00 295.00


Aportioned cost of labourfor lug slabs 10% Rs: 505.86labour component/unit qty 20.20Add contractor's profit and overhead charges 14.00% 2.80labour component/unit qty (including contractor's profit) 23.00


Total Rs: 1360.65


IRR-CAW-7-39


( Cement content : 300 kg / cum with super plastcizer (0.4% by wt. of cement), CA : 0.68 cum, FA : 0.43cum)



1 Cement for mix kg 270.00 4.00 1080.00


2 Coarse aggregate 10 mm below cum 0.61 875.00 535.503 Fine aggregate (Un-Screened ) cum 0.39 462.00 178.794 Super Plasticizer kg 1.08 80.00 86.405 Use rate of moulds for 250 uses No. 225.00 3.50 786.98


Aportioned hire charges of machinery for lug slabs

Manufacturing 450 x 300 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded



196


in Rs. in Rs.1 Hand mixer 45 / 30 ltr Hour 8.00 5.50 44.00




90% Rs: 178.64


in Rs. in Rs.1 Crew for Pump Hour 0.10 96.10 9.612 Crew for Water tanker Hour 0.20 153.10 30.623 Mason Class-I Day 2.00 385.00 770.004 work inspector Day 1.00 370.00 370.005 mazdoor

for batching / mixing / laying Day 2.00 295.00 590.00for demoulding / cleaning / oiling Day 2.00 295.00 590.00for shifting slabs to curing pond Day 1.00 295.00 295.00for stacking after curing Day 1.00 295.00 295.00for cleaning & miscellaneous Day 1.00 295.00 295.00




Total Rs: 6217.03


IRR-CAW-7-40





1 Cement for mix kg 15.00 4.00 60.00









Manucturing 450 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N / sqmm ) cement concrete using 10 mm down graded



197




10% Rs: 19.85







Total Rs: 525.44


IRR-CAW-7-41

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)

DATA: RATE ANALYSIS UNIT: 225 Nos.

A. MATERIALS :

Sl. No Particulars Unit Quantity Ratein Rs.

1 Cement for mix Kg 1215 4.00 4860.002

Cement for incidentals @ 0.5kg/slabKg 112.5

4.00450.00

3 Coarse aggregate 20 mm below Cum 2.11 1210.00 2548.264 Coarse aggregate 10 mm below Cum 1.13 875.00 992.255 Fine aggregate (Un-Screened) Cum 1.82 462.00 842.006 Super Plasticizer kg 4.86 80.00 388.807 Use rate of moulds for 250 uses No. 225 1.23 276.75

Total Cost of Materials Rs. 10358.06

B. MACHINERY :


1 Diesel mixer 300/200 Hour 8 53.50 428.00Fuel/Energy charges Hour 8 85.30 682.40

2 5 hp pump (diesel) Hour 0.1 10.20 1.02Fuel/Energy charges Hour 0.1 85.30 8.53


Aportioned cost of labour for lug slabs

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 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

Amount in Rs.

Amount in Rs.


198

3 Water tanker 8000 ltr Hour 0.2 402.50 80.50Fuel/Energy charges Hour 0.2 322.20 64.44

Total hire charges of Machinery Rs. 1264.8990% 1138.40

C. LABOUR :Sl. No Particulars Unit Quantity Rate

in Rs.1 Crew for Pump Hour 0.1 96.10 9.612 Crew for water tanker Hour 0.2 153.10 30.623 Mason Class-I Day 2 385.00 770.004 Class II Mason Day 1 345.00 345.005 Mazdoor

For batching materials/laying Day 2 295.00 590.00For demoulding/cleaning/oiling 2 295.00 590.00For shifting slabs to curing pond 1 295.00 295.00For stacking after curing 1 295.00 295.00For cleaning & miscellaneous Day 1 295.00 295.00

Total Cost of Labour Rs. 3220.2390% 2898.21


ABSTRACT :A. Cost of Materials Rs. 10358.055

B. Hire Charges of machinery Rs. 1138.40C. Cost of Labour Rs. 2898.21

Total Rs: 14394.66


IRR-CAW-7-42





1 Cement for mix kg 324.00 4.00 1296.00









Aportioned hire charges of machinery @ 90% for lining slab Rs.

Amount in Rs.

Aportioned cost of labour for lining slabs Rs.

Manucturing 400 x 400 x 30 mm size PCC lining slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N / sqmm )cement concrete using 10 mm down graded



199

90% Rs: 178.64







Total Rs: 6599.23


IRR-CAW-7-43





1 Cement for mix kg 13.50 4.00 54.00









10% Rs: 19.85




Manufacturing 400 x 150 x 30 mm size PCC lug slabs in M-15 grade ( 28 days cubecompressive strength not less than 15 N /sqmm ) cement concrete using 10 mm down graded




200






Total Rs: 514.15


IRR-CAW-7-44

machinery, labour, forming weep holes at specified intervals, finishing, curing etc., complete

(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)



1 Cement 43 Gr kg 1152.00 4.00 4608.002 Sand (Screened ) cum 4.00 606.00 2424.003 Uncoursed rubble stones at quarry cum 9.60 318.00 3052.804 Through stones 20x20x30 cm Nos 32.00 23.00 736.005 Stone chips at quarry cum 1.50 340.00 510.00







6 Day 1.00 395.00395.00


ABSTRACT:

Aportioned cost of labour for lug slabs

Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal sidelining using stones and chips from approved quarry including cost of all materials,

with initial lead upto 50 m and all lifts.



201


Total Rs: 16682.20


IRR-CAW-7-45

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

DATA: RATE ANALYSIS UNIT: 10 Cum


1 Cement 43 Gr Kg 979.2 4.00 3916.802 Sand (Screened) Cum 3.4 606.00 2060.403 Uncoursed rubble stones at quarry Cum 11 318.00 3498.00


B. MACHINERY :


1 Hand Mixing Charges Hour 8 5.50 44.002 5 hp pump (diesel) Hour 4 10.20 40.80

Fuel / Energy charges Hour 5 85.30 426.50Total hire charges of Machinery Rs. 511.30

C. LABOUR :


1 Operator pump Hour 4 96.10 384.402 Mason Class I Day 13 385.00 5005.003 Mason Class II Day 6 345.00 2070.004 Mazdoor Day 29 295.00 8555.005 Day 1

395.00395.00

Total Cost of Labour Rs. 16409.40labour component/unit qty 1640.90Add contractor's profit and overhead charges 14.00% 229.70labour component/unit qty (including contractor's profit) 1870.60

ABSTRACT :A. Cost of Materials Rs. 9475.2B. Hire Charges of Machinery Rs. 511.3C. Cost of Labour Rs. 16409.40

Total Rs: 26395.90

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 3695.43Total cost for 10.00 Cum Rs: 30091.33Rate per Cum (A+B+C+D)/10.0 Rs. 3009.10

IRR-CAW-7-46

machinery, labour, forming weep holes at specified interval, finishing, curing etc., completewith 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.

Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal sidelining using stones from approved quarry including cost of all materials, machinery,

A. MATERIALS :

Amount in Rs.

Amount in Rs.

Amount in Rs.


Providing and laying uncoursed rubble stone masonry in CM 1 : 5 proportion for canal sidelining using stones and chips from canal excavation including cost of all materials,


202



1 Cement 43 Gr kg 1144.00 4.00 4576.002 Sand (Screened ) cum 4.00 606.00 2424.003 Uncoursed rubble at dump yard cum 9.60 155.00 1488.004 Through stones 20x20x30 cm Nos 32.00 23.00 736.005 Stone chips at dump yard cum 1.50 175.00 262.50






in Rs. in Rs.1 Operator pump Hour 4.00 96.10 384.402 work inspector Day 1.00 370.00 370.003 Mason Class I Day 2.00 385.00 770.004 Mason Class II Day 2.00 345.00 690.005 Crowbarman Day 1.00 345.00 345.006 mazdoor Day 9.00 295.00 2655.00

7 Day 1.00 395.00395.00



Total Rs: 15477.90


IRR-CAW-7-47using stones from canal excavation including cost of all materials, machinery, labour, forming weep holes at

( rubble stones : 1.1cum, cement : 98kg, sand 0.34 cum)

DATA: RATE ANALYSIS UNIT: 10 Cum


1 Cement 43 Gr Kg 980 4.00 3920.002 Sand (Screened) Cum 3.4 606.00 2060.403 Uncoursed rubble at dump yard Cum 11 155.00 1705.00


B. MACHINERY :


1 Hand Mixing Charges Hour 8 5.50 44.002 5 hp pump (diesel) Hour 4 10.20 40.80

Fuel / Energy charges Hour 5 85.30 426.50Total hire charges of Machinery Rs. 511.30


Providing and laying uncoursed rubble stone masonry in CM 1:5 proportion for canal side lining

specified intervals, finishing, curing etc., complete with initial lead upto 50m and all lifts.

A. MATERIALS :

Amount in Rs.

Amount in Rs.


203

C. LABOUR :


1 Operator pump Hour 4 96.10 384.402 Mason Class I Day 13 385.00 5005.003 Mason Class II Day 6 345.00 2070.004 Mazdoor Day 29 295.00 8555.005 Cartman with double bullock cart Day 1 395.00 395.00


ABSTRACT :A. Cost of Materials Rs. 7685.4B. Hire Charges of Machinery Rs. 511.3C. Cost of Labour Rs. 16409.40

Total Rs: 24606.10

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 3444.85Total cost for 10.00 Cum Rs: 28050.95Rate per Cum (A+B+C+D)/10.0 Rs. 2805.10

IRR-CAW-8 ROCK PITCHING:

IRR-CAW-8-1

lead upto 50 m and all lifts.( rubble stones : 0.23 cum/sqm, Stone Chips : 0.0375cum/sqm, Pin Headers 30cm : 2/sqm)



1 Uncoursed rubble stones at quarry cum 23.00 318.00 7314.002 Pin header (Through stone) 30 cm Nos 200.00 23.00 4600.003 Stone chips at quarry cum 3.75 340.00 1275.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Mason Class II Day 5.00 345.00 1725.003 mazdoor Day 6.00 295.00 1770.00



Total Rs: 17054.00


Amount in Rs.

Providing and constructing 25 cm thick dry rubble stone pitching with pin headers at 2 persqm including cost of all materials, labour, hand packing, finishing etc., complete with initial


204

Note: If 15 cm thick murum bed is to be provided below pitching(Murum : 0.18 cum/sqm)



1 Murum cum 18.00 107.00 1926.000.00 0.00 0.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00






Total Rs: 3106.00


IRR-CAW-8-1-A

lead upto 50 m and all lifts.( rubble stones : 0.207 cum/sqm, Stone Chips : 0.03375cum/sqm, Pin Headers 30cm : 2/sqm)(For Maintenance works)






in Rs. in Rs.1 Nill 0.00 0.00 0.00





Providing and constructing 22.5 cm thick dry rubble stone pitching with pin headers at 2 per(New Item4 -

2011-12) sqm including cost of all materials, labour, hand packing, finishing etc., complete with initial


205



Total Rs: 16195.10


IRR-CAW-8-2hand packing, finishing etc., complete( rubble stones : 0.275 cum/sqm)

DATA: RATE ANALYSIS UNIT: 100 Sqm.

A. MATERIALS :


1 Uncoursed rubble stones at quarry Cum 27.50 318.00 8745.00Total Cost of Materials Rs. 8745

B. MACHINERY :


1 Nil 0 00 0

Total hire charges of Machinery Rs. 0

C. LABOUR :


1 Mason Class II Day 5.50 345.00 1897.502 Mazdoor Day 24.75 295.00 7301.25


ABSTRACT :A. Cost of Materials Rs. 8745

B. Hire Charges of Machinery Rs. 0C. Cost of Labour Rs. 9198.75

Total Rs: 17943.75

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 2512.13Total cost for 100.00 Sqm. Rs: 20455.88Rate per Sqm. (A+B+C+D)/100.0 Rs. 204.60

NOTE: in Rs. 35.40( As per rate analysis under item IRR-CAW-8-1- Note )

IRR-CAW-8-2-A

hand packing, finishing etc., complete( rubble stones : 0.2475 cum/sqm) (For Maintenance Works)

DATA: RATE ANALYSIS UNIT: 100 Sqm.

A. MATERIALS :


1 Rough Stone for Revetment Cum 24.75 144.00 3564.002 Stone Chips at Quarry Cum 3.40 340.00 1156.00

Total Cost of Materials Rs. 4720

Providing and constructing 25 cm thick dry rubble stone pitching including cost of all materials, labour,

Amount in Rs.

Amount in Rs.

Amount in Rs.

If 15 cm thick murum bed is to be provided below pitching add

Providing and constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, (New Item5 - 2011-12)

Amount in Rs.


206

B. MACHINERY :


1 Nil 0 00 0

Total hire charges of Machinery Rs. 0

C. LABOUR :




ABSTRACT :A. Cost of Materials Rs. 4720

B. Hire Charges of Machinery Rs. 0C. Cost of Labour Rs. 8278.88

Total Rs: 12998.88

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 1819.84Total cost for 100.00 Sqm. Rs: 14818.72Rate per Sqm. (A+B+C+D)/100.0 Rs. 148.20

IRR-CAW-8-3













Total Rs: 18740.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 2623.6Total cost for 100.00 sqm Rs: 21363.60

Amount in Rs.

Amount in Rs.



207

Rate per sqm (A+B+C+D)/100.0 Rs. 213.60

NOTE: 35.40

IRR-CAW-8-4 including cost of all materials,labour,hand packing,finishing etc.,complete ( rubble stones : 0.33 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00sqmA. MATERIALS :

Sl No Particulars Unit Quantity

1 Uncoursed rubble stones at Quarry Cum 33.00 318.00 10494.00

( Included in material Rate)Total Cost of materials Rs : 10494.00

B.MACHINERY :

Sl No Description Unit Quantity

1 Nill 0.00 0.000.00 0.00

0.00

C.LABOUR :



11038.50


ABSTRACTA.Cost of Materials including ryolty charges Rs: 10494.00B. Hire charges of Machinery Rs: 0.00C.Cost of Labour Rs: 11038.50

Total Rs: 21532.50


NOTE: Rs : 35.40

IRR-CAW-8-5





If 15 cm thick murum bed is to be provided below pitching add( As per rate analysis under item IRR-CAW-8-1- Note )

Providing and Constructing 30 cm thick dry rubble stone pitching

Rate in Rs

Amount in Rs

Rate in Rs

Amount in Rs

Total hire charges of machinery Rs :

Rate in Rs

Amount in Rs

Total cost of labour Rs :

If 15 cm thick murum bed is to be provided below pitching Add ( As per rate analysis under item IRR-CAW-8-1 - Note)



208









Total Rs: 28255.00


NOTE: 35.40

IRR-CAW-8-6 including cost of all materials,labour,hand packing,finishing etc.,complete( rubble stones : 0.495 cum/sqm)

DATA: RATE ANALYSIS UNIT : 100.00sqmA. MATERIALS :


1 Uncoursed rubble stones at Quarry Cum 49.50 318.00 15741.00( Included in material Rate)Total Cost of materials Rs : 15741.00

B.MACHINERY :


1 Nill 0.00 0.00 0.000.00 0.00 0.00

0.00

C.LABOUR :



16557.75


ABSTRACT

If 15 cm thick murum bed is to be provided below pitching add( As per rate analysis under item IRR-CAW-8-1 - Note )

Providing and Constructing 45 cm thick dry rubble stone pitching

Rate in Rs

Amount in Rs

Rate in Rs

Amount in Rs


Rate in Rs

Amount in Rs



209

A.Cost of Materials including ryolty charges Rs: 15741.00B. Hire charges of Machinery Rs: 0.00C.Cost of Labour Rs: 16557.75

Total Rs: 32298.75


NOTE: Rs : 35.40

IRR-CAW-8-7

( rubble stones : 0.275 cum/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)



1 Uncoursed rubble stones at quarry cum 27.50 318.00 8745.002 Pin header (Through stone) 30 cm Nos 200.00 23.00 4600.003 Stone chips @ 15 % at quarry cum 4.50 340.00 1530.004 Cement kg 3000.00 4.00 12000.005 Sand (Screened ) cum 10.50 606.00 6363.00



in Rs. in Rs.1 5 hp pump ( diesel ) 2.00 10.20 20.40

Fuel / Energy charges 2.00 85.30 170.60Total hire charges of Machinery Rs: 191.00


in Rs. in Rs.1 Crew for Pump Hour 2.00 96.10 192.202 work inspector Day 1.00 370.00 370.003 Mason Class II Day 5.00 345.00 1725.004 mazdoor Day 12.00 295.00 3540.005 Catrman with double bullock cart Day 2.00 395.00 790.00



Total Rs: 40046.20


NOTE: 35.40

IRR-CAW-8-8 including cost of all materials,labour, packing chips and mortar ,finishing etc.,complete( rubble stones : 0.33 cum/sqm )


Providing and constructing 30 cm thick rubble stone pitching set in CM 1: 5 proportion withpin 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.


Providing and Constructing 30 cm thick rubble stone pitching set in CM 1:5 Proportion


210

DATA: RATE ANALYSIS UNIT : 100.00SqmA. MATERIALS :


###1 Uncoursed rubble stones at Quarry Cum 33.00 318.00 10494.002 Cement Kg 3232.00 4.00 12928.003 Sand (Screened) Cum 11.22 606.00 6799.32

Total Cost of materials Rs : 30221.32

B.MACHINERY :


1 Nill 0.00 0.00 0.00

0.00

C.LABOUR :


1 Mason Class I Day 0.54 385.00 207.902 Mason Class II Day 1.26 345.00 434.703 Mazdoor Day 2.80 295.00 826.00

1468.60


ABSTRACTA.Cost of Materials Rs: 30221.32B. Hire charges of Machinery Rs: 0.00C.Cost of Labour Rs: 1468.60

Total Rs: 31689.92

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 4436.59Total cost for 100.00 Sqm Rs: 36126.51Rate per Sqm (A+B+C+D)/100.0 Rs. 361.30

NOTE: Rs : 35.40

IRR-CAW-8-9

( Khandki stones 20- 25 cm height : 1200 Nos/sqm, Stone Chips : 0.045cum/sqm, Pin Headers 30cm : 2/sqm)



1 Khandki stones 20-25 cm height Nos 1200.00 13.00 15600.002 Pin header (Through stone) 30 cm Nos 200.00 23.00 4600.003 Stone chips cum 4.50 340.00 1530.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.

Rate in Rs

Amount in Rs

Rate in Rs

Amount in Rs


Rate in Rs

Amount in Rs



Providing and constructing 30 cm thick dry khandki stone pitching using 20 to 25 cm sizekhandki stones with pin headers at 2 per sqm including cost of all materials, labour, handpacking, finishing etc., complete with initial lead upto 50 m and all lifts.


211

1 work inspector Day 1.00 370.00 370.002 Mason Class II Day 5.00 345.00 1725.003 mazdoor Day 6.00 295.00 1770.00



Total Rs: 25595.00


NOTE: 35.40

IRR-CAW-8-10




1 Khandki stones 25-30 cm height Nos 730.00 16.00 11680.002 Pin headers 45 cm Nos 200.00 39.00 7800.003 Stone chips cum 6.75 340.00 2295.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00






Total Rs: 27215.00


NOTE: 35.40


Providing and constructing 45 cm thick dry khandki stone pitching using 25 to 30 cm sizekhandki stones with pin headers at 2 per sqm including cost of all materials, labour, handpacking, finishing etc., complete with initial lead upto 50 m and all lifts.



212

IRR-CAW-8-11

CM 1:3 proportion including cost of all materials, labour, packing chips and mortar, finishing,




1 Khandki stones 20-25 cm height Nos 1200.00 13.00 15600.00

2 Pin headers 30 cm long Nos 200.00 23.00 4600.003 Stone chips @ 15 % at quarry cum 4.50 340.00 1530.004 Cement kg 2902.00 4.00 11608.005 Sand (Screened ) cum 9.67 606.00 5860.02



in Rs. in Rs.1 5 hp diesel pump Hour 2.00 10.20 20.40



in Rs. in Rs.1 Crew for Pump Hour 2.00 96.10 192.202 work inspector Day 1.00 370.00 370.003 Cartman with double bullock cart Day 2.00 395.00 790.004 Mason Class II Day 5.00 345.00 1725.005 mazdoor Day 11.00 295.00 3245.00



Total Rs: 45711.22


NOTE: 35.40

IRR-CAW-8-12

proportion including cost of all materials, labour, packing chips and mortar, finishing, curing




1 Khandki stones 25-30 cm height Nos 730.00 16.00 11680.002 Pin headers 45 cm Nos 200.00 39.00 7800.003 Stone chips @ 15 % at quarry cum 6.75 340.00 2295.004 Cement kg 4050.00 4.00 16200.00

Providing and constructing 30 cm thick khandki stone pitching using 20 to 25 cm sizekhandki stones with pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in

curing etc.complete with initial lead upto 50 m and all lifts.


Providing and constructing 45 cm thick khandki stone pitching using 25 to 30 cm stoneswith pin headers at 2 per sqm set in CM 1 : 5 proportion with pointing joints in CM 1 : 3

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


213

5 Sand (Screened ) cum 13.99 606.00 8477.94Total cost of Materials Rs: 46452.94


in Rs. in Rs.1 5 hp diesel pump Hour 4.00 10.20 40.80



in Rs. in Rs.1 Crew for Pump Hour 4.00 96.10 384.402 work inspector Day 1.00 370.00 370.003 Cartman with double bullock cart Day 2.00 395.00 790.004 Mason Class II Day 7.00 345.00 2415.005 mazdoor Day 16.00 295.00 4720.00



Total Rs: 55514.34


NOTE: 35.40

IRR-CAW-8-13

(FA : 2 cum/sqm)



1 Turfing sods sqm 100.00 28.00 2800.002 Sand for filling cum 2.00 342.00 684.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 0.10 370.00 37.002 Cartman with double bullock cart Day 2.00 395.00 790.003 mazdoor Day 14.00 295.00 4130.00




Providing 10 cm thick approved type grass turfing to the side slopes of canal including cost ofall materials, labour, watering for minimum 15 days etc.,complete with lead 50 m and all lifts.


214


Total Rs: 8441.00


IRR-CAW-8-14all materials ,labour,watering for minimum 15 days etc.,,complete.

DATA: RATE ANALYSIS UNIT : 100.00SqmA. MATERIALS :


1 Turfing Sods Sqm 100.00 28.00 2800.00Total Cost of materials Rs : 2800.00

B.MACHINERY :


1 Nill 0.00 0.00 0.000.00 0.00 0.00

0.00

C.LABOUR :


1 Mazdoor Day 7.00 295.00 2065.002 Cart men with double bullock cart Day 2.00 395.00 790.00

2855.00


ABSTRACTA.Cost of Materials including ryolty charges Rs: 2800.00B. Hire charges of Machinery Rs: 0.00C.Cost of Labour Rs: 2855.00

Total Rs: 5655.00

D. Add for contractor's profit and overheads on (A+B+C) 14% Rs: 791.7Total cost for 100.00 Sqm Rs: 6446.70Rate per Sqm (A+B+C+D)/100.0 Rs. 64.50

Providing 10 cm Thick approved type gross turfing to the side slopes of canal including cost of

with initial lead upto 50 m and all lifts ( WITHOUT USING SAND)

Rate in Rs

Amount in Rs

Rate in Rs

Amount in Rs


Rate in Rs

Amount in Rs


Canal Cross Drainage Works - Item Unit Rates 2014-15

215

CHAPTER-IV

CANAL CROSS DRAINAGE WORKS - Standard Data


FOR THE YEAR :2014-15Index- codeIRR-CCDW CANAL CROSS DRAINAGE WORKS - DATA RATES




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 : 15KmInitial lead included in the basic rate in the SR : 1KmAdditional lead charges : Lead charges for 5 km Rs. 84.10



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 : 15KmInitial lead included in the basic rate in the SR : 1KmAdditional lead charges : Lead charges for 5 km Rs. 84.10



CCDW - Work Items

IRR-CCDW-1 EXCAVATION & FOUNDATION TREATMENT WORKS :

IRR-CCDW-1-1cross drainage and other appurtenant structures and placing the excavated stuff neatly in

50 m and initial lift upto 3 m.

DATA: RATE ANALYSIS UNIT : 10.00cumA. MATERIALS: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




4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead charges are

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal

specified dump area or disposing off the same as directed etc., complete with initial lead upto


216



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1862.50D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 260.75Total cost for 10.00 cum Rs: 2123.25Rate per cum (A+B+C+D)/10.0 Rs. 212.30

IRR-CCDW-1-2 Excavation for Structures- Mechanical Means ( Data adopted from MORTH)

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: Taking output = 240 cum Unit 240.00 cumA. Materials:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.NIL 0.00 0.00 0.00

B. Machinery:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1706.60 10239.60

Fuel/ Energy charges hour 6.00 937.80 5626.80 Total in Rs. 15866.40

C. Labour:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector day 0.32 370.00 118.40 2 Mazdoor day 8.00 295.00 2360.00 3 crew for excavator hour 6.00 204.10 1224.60

Total in Rs. 3703.00 labour component/unit qty 15.40Add contractor's profit and overhead charges 14.00% 2.20labour component/unit qty (including contractor's profit) 17.60

Abstracta) Material Rs 0.00 b) Machinery Rs 15866.40 c) Labour Rs 3703.00 Total Rs 19569.40 D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 2739.72Total cost for 240.00 cum Rs: 22309.12Rate per cum (A+B+C+D)/240.0 Rs. 93.00

IRR-CCDW-1-3for 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.,

Earth work in excavation in all kinds of soils of foundation of structures as per drawing and

Excavation in ordnary rock (including HDR) without blasting including boulders above 0.3 m upto 0.60 m dia

complete with initial lead upto 50 m and initial lift upto 3 m.


217


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 Crowbarman Day 1.25 345.00 431.252 Stone breaker Day 1.25 345.00 431.253 work inspector Day 0.25 370.00 92.504 mazdoor Day 6.00 295.00 1770.00




IRR-CCDW-1-4and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial

( Data adopted from MORTH) Mechanical MeansUnit = cum

DATA: Taking output = 180 cum Unit: 180.00 cumA. Materials:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.NIL 0.00 0.00 0.00

B. Machinery:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1.0 Hydraulic excavator 1.0 cum bucket capacity hour 6.00 1706.60 10239.60


C. Labour:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector day 0.24 370.00 88.80 2 Mazdoor day 6.00 295.00 1770.00 3 crew for excavator hour 6.00 204.10 1224.60

Total in Rs. 3083.40


Abstract a) Material Rs 0.00 b) Machinery Rs 15866.40 c) Labour Rs 3083.40

Total Rs 18949.80 D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 2652.97

Excavation in ordnary rock without blasting for foundations of canal cross drainage

lead upto 50 m and initial lift upto 3 m.


218


IRR-CCDW-1-5foundations 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.,

DATA: RATE ANALYSIS UNIT : 100cumA. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Use rate of drill rod 1.6 m length Rm 43.50 20.14 876.09

Reconditioning charges @ 10% 87.612 Use rate of air hose 2 Nos. Hour 6.00 0.22 1.313 Explosive small dia ( Kelvex-220 ) kg 20.00 70.00 1400.004 Electric detonators Nos 29.00 13.00 377.005 Detonating fuse coil Rm 70.00 11.00 770.006 Sundries LS 0.50 41.00 20.50



in Rs. in Rs.1 Air compressor 8.5 cmm ( diesel ) Hour 3.00 275.60 826.80




in Rs. in Rs.1 Crew for Air compressor Hour 3.00 182.20 546.602 Crew for Jack hammer Hour 6.00 284.70 1708.203 work inspector Day 1.00 370.00 370.004 Blaster Day 0.50 440.00 220.005 Helper blaster Day 0.50 345.00 172.506 Crowbarman Day 6.00 345.00 2070.007 Stone breaker Day 3.00 345.00 1035.008 mazdoor Day 51.00 295.00 15045.00




IRR-CCDW-1-6foundations of canal cross drainage and other appurtenant structures and placing theexcavated rock neatly in specified dump area or stack yard as directed etc., complete with


in Rs. in Rs.1 Explosive small dia ( Kelvex-220 ) kg 32.00 70.00 2240.002 Ordinary detonator No. 8.00 9.00 72.003 Electric detonator No. 104.00 13.00 1352.004 Detonating fuse coil Rm 150.00 11.00 1650.005 Use rate of air hose 2 Nos. Hour 16.00 10.94 175.006 Use rate of drill rod Rm 98.30 26.85 2639.68

Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for

complete with initial lead upto 50 m and initial lift upto 3 m.

Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for

initial lead upto 50 m and initial lift upto 3 m.


219

Reconditioning charges @ 10% 263.97Total cost of Materials Rs: 8392.65






in Rs. in Rs.1 Crew for Air compressor Hour 8.00 182.20 1457.602 Crew for Jack hammer Hour 16.00 284.70 4555.203 Blaster licensed Day 1.00 440.00 440.004 Helper blasting Day 1.00 345.00 345.005 work inspector Day 1.00 370.00 370.006 Crowbarman Day 6.00 345.00 2070.007 Stone breaker Day 6.00 345.00 2070.008 mazdoor Day 51.00 295.00 15045.00




IRR-CCDW-1-7and other appurtenant structures and placing the excavated rock neatly in

initial lift upto 3 m.Hard Rock ( blasting prohibited ) ( Data adopted from MORTH) Unit = cum

DATA: Taking output = 10 cumMechanical Means 10.00 cum

A.Materials:Sl No Description Unit Quantity Rate Amount

in Rs. in Rs.NIL 0.00 0.00 0.00

b) MachinerySl No Description Unit Quantity Rate Amount

in Rs. in Rs.1.0 hour 6.00 241.30 1447.80


c) LabourSl No Description Unit Quantity Rate Amount

in Rs. in Rs.1 work inspector day 0.20 370.00 74.00 2 Mazdoor day 5.00 295.00 1475.00 3 crew for compressor hour 6.00 182.20 1093.20

Total in Rs. 2642.20 labour component/unit qty 264.20Add contractor's profit and overhead charges 14.00% 37.00labour component/unit qty (including contractor's profit) 301.20

Abstracta) Material Rs 0.00 b) Machinery Rs 6051.60 c) Labour Rs 2642.20

Excavation in hard rock with blasting prohibited for foundations of canal cross drainage

or stack yard as directed etc., complete with specified dump area initial lead upto 50 m and

Air Compressor 250 cft with 2 leads of pneumatic breaker


220

Total Rs 8693.80 D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1217.13Total cost for 10.00 cum Rs: 9910.93Rate per cum (A+B+C+D)/10.0 Rs. 991.10

IRR-CCDW-1-81.25 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 cleaning


DATA: RATE ANALYSIS UNIT : 10.00Nos.A. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Cement for grouting kg 5.00 4.00 20.002 25 mm dia steel kg 101.00 46.50 4696.503 Use rate of 32 mm dia drill rod Rm 12.50 26.85 335.67

Reconditioning charges @ 10% 33.574 Use rate of air hose Hour 2.00 10.94 21.88







in Rs. in Rs.1 Crew for Air compressor Hour 1.00 182.20 182.202 Crew for Jack hammer Hour 2.00 284.70 569.403 Mason Class-II Day 0.50 345.00 172.504 Bar bender Day 0.50 450.00 225.005 work inspector Day 0.50 370.00 185.006 mazdoor Day 1.00 295.00 295.00



Total Rs: 8011.01D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1121.54Total cost for 10.00 Nos. Rs: 9132.55Rate per each (A+B+C+D)/10.0 Rs. 913.30

IRR-CCDW-2 STEEL AND CEMENT CONCRETE WORKS :

IRR-CCDW-2-1cleaning, 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.,

DATA: RATE ANALYSIS UNIT : 1000.00 kgA. MATERIALS:Sl No Particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Rein.Steel with 5 % wastage kg 1050.00 46.50 48825.002 Binding wire 1.25 mm dia kg 8.00 70.00 560.003 Sundries ( chairs / spacers etc ) LS 3.00 41.00 123.00


B. MACHINERY:

Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rods with

hole, driving anchor rod, grouting hole with thick cement slurry etc., complete with initial lead

Providing, fabricating and placing in position reinforcement steel bars for RCC works including

complete with initial lead upto 50 and all lifts.


221


1 Nil 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Bar bender Day 6.00 450.00 2700.003 mazdoor Day 11.00 295.00 3245.00



Total Rs: 55823.00D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 7815.22Total cost for 1000.00 kg Rs: 63638.22Rate per kg (A+B+C+D)/1000.0 Rs. 63.60

IRR-CCDW-2-2100 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,

DETAILS OF FOUNDATION WELL CUTTING EDGE

DATA: RATE ANALYSIS UNIT : 615.00kgA. 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 46.00 15745.803 Steel for anchors kg 56.60 46.50 2631.904 Acetyline gas cum 0.50 320.00 160.005 Oxygen gas cum 1.50 52.00 78.006 Welding electrodes Nos 300.00 11.00 3300.007 Sundries LS 5.00 41.00 205.00








in Rs. in Rs.1 Str. Steel fabricator Day 2.00 440.00 880.002 Welder / Gas cutter Day 5.00 385.00 1925.003 work inspector Day 1.00 370.00 370.004 mazdoor Day 5.00 295.00 1475.00

Providing, fabricating and fixing in position structural steel cutting edge consisting of 100 x

welding, providing anchors etc., complete with initial lead upto 50 m and all lifts.


222



Total Rs: 41377.80D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 5792.89Total cost for 615.00 kg Rs: 47170.69Rate per kg (A+B+C+D)/615.0 Rs. 76.70

IRR-CCDW-2-3

aggregates for foundation filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

(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)

Data RATE ANALYSIS UNIT : 15.38cumA. MATERIALS:


1 Cement for mix kg 3998.80 4.00 15995.20Cement for incidentals @ 3 kg / cum kg 46.14 4.00 184.56

2 Coarse aggregate 40-20 mm cum 6.92 1145.00 7924.55Coarse aggregate 20-10 mm cum 4.15 1210.00 5024.65Coarse aggregate 10 mm below cum 2.77 875.00 2422.35

3 Fine aggregate (Un-Screened) cum 6.15 462.00 2842.224 Super Plasticizer kg 16.00 80.00 1279.625 Use rate of shuttering for 40 uses sqm 15.38 244.56 3761.39

Scaffolding @ of shuttering 10% 376.146 Sundries LS 0.50 41.00 20.50



in Rs. in Rs.1 Concrete mixer 300/200 ltr ( diesel ) Hour 8.00 53.50 428.00



Fuel / Energy charges Hour 1.00 322.20 322.204 Needle vibrator 40 mm dia ( petrol ) Hour 8.00 7.60 60.80



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.104 Crew for Needle vibrator Hour 8.00 136.60 1092.805 work inspector Day 1.00 370.00 370.006 Mason Class-I Day 1.00 385.00 385.007 mazdoor

for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 3.00 295.00 885.00for conveying concrete Day 15.38 295.00 4537.10for cleaning/ washing/ curing Day 1.00 295.00 295.00

8 Labour cost for shuttering sqm 15.38 75.30 1158.11Labour cost for scaffolding @ 10% 115.81


Providing 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



223



IRR-CCDW-2-4


(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 4.94 635.00 3136.39Coarse aggregate 40-20 mm cum 4.23 1145.00 4847.47Coarse aggregate 20-10 mm cum 2.82 1210.00 3415.10Coarse aggregate 10 mm below cum 2.12 875.00 1852.20








Fuel / Energy charges Hour 1.00 322.20 322.204 Needle vibrator 60 mm dia ( petrol) Hour 8.00 8.20 65.60



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.104 Crew for Needle vibrator Hour 8.00 136.60 1092.805 Mason Class-I Day 1.00 385.00 385.006 work inspector Day 1.00 370.00 370.007 mazdoor





Providing 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



224


IRR-CCDW-2-5

















in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Water tanker Hour 1.00 153.10 153.104 Crew for Vibrator Hour 8.00 136.60 1092.805 Mason Class-I Day 1.00 385.00 385.006 work inspector Day 1.00 370.00 370.007 mazdoor

for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 3.00 295.00 885.00for conveying concrete Day 16.36 295.00 4826.20

8 for cleaning/ washing/ curing Day 1.00 295.00 295.009 Labour cost for shuttering sqm 16.36 75.30 1231.91







225

IRR-CCDW-2-6


(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)





















IRR-CCDW-2-7





226























IRR-CCDW-2-8

machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,

(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),


Providing 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,

levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.


227

CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)





3 Fine aggregate (Un-Screened) cum 6.00 462.00 2772.004 Super Plasticizer kg 19.20 80.00 1536.005 Use rate of shuttering sqm 30.00 244.56 7336.92











for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying including lifting Day 4.00 295.00 1180.00for conveying concrete Day 15.00 295.00 4425.00for cleaning/ washing/ curing Day 1.00 295.00 295.00





IRR-CCDW-2-9


(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)

DATA: RATE ANALYSIS UNIT : 15.76cum




228


in Rs. in Rs.1 Cement for mix kg 5200.80 4.00 20803.20


Coarse aggregate 10 mm below cum 4.41 875.00 3861.203 Fine aggregate (Un-Screened) cum 7.09 462.00 3276.504 Super Plasticizer kg 20.80 80.00 1664.265 Use rate of shuttering sqm 31.52 244.56 7708.66
















IRR-CCDW-2-10









229


















IRR-CCDW-2-11











230
















IRR-CCDW-2-12

scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing

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)




Coarse aggregate 10 mm below cum 4.20 875.00 3675.003 Fine aggregate (Un-Screened) cum 6.75 462.00 3118.504 Super Plasticizer kg 21.00 80.00 1680.005 Use rate of curved shutter (40 uses) sqm 82.50 269.02 22194.186 Sundries LS 0.50 41.00 20.50



Providing 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,



231






in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 1.00 385.00 385.005 work inspector Day 1.00 370.00 370.006 mazdoor






IRR-CCDW-2-13


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 6.00 462.00 2772.004 Super Plasticizer kg 19.20 80.00 1536.005 Use rate of curved shutter (40 uses) sqm 60.00 269.02 16141.226 Sundries LS 0.50 41.00 20.50







Providing 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,



232


in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 1.00 385.00 385.005 work inspector Day 1.00 370.00 370.006 mazdoor






IRR-CCDW-2-14

machinery, labour, batching, mixing, placing in position as per detailed specifications etc.,





Coarse aggregate 10 mm below cum 3.92 875.00 3430.003 Fine aggregate (Un-Screened) cum 6.30 462.00 2910.604 Super Plasticizer kg 19.60 80.00 1568.00

TOTAL Rs: 36317.40Add for tremie arrangement @ 1% Rs: 363.17





Fuel / Energy charges Hour 0.50 85.30 42.653 Sundries( Hopper etc. ) LS 5.00 41.00 205.00



in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Fitter shuttering Day 1.00 345.00 345.004 work inspector Day 1.00 370.00 370.005 mazdoor

for erecting/ dismantling tremie Day 4.00 295.00 1180.00for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00

Providing 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,



233

for feeding tremie hopper Day 2.00 295.00 590.00for conveying concrete Day 16.00 295.00 4720.00




IRR-CCDW-2-15

batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with






3 Fine aggregate (Un-Screened) cum 5.72 462.00 2640.794 Super Plasticizer kg 16.00 80.00 1280.38








in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Needle vibrator Hour 8.00 136.60 1092.804 Mason Class-I Day 1.00 385.00 385.005 work inspector Day 1.00 370.00 370.006 mazdoor




Total Rs: 48833.87

Providing 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,

initial lead upto 50 m and all lifts.


234

D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 6836.74Total cost for 14.29 cum Rs: 55670.61Rate per cum (A+B+C+D)/14.29 Rs. 3895.80

IRR-CCDW-2-16







3 Fine aggregate (Un-Screened) cum 7.09 462.00 3276.504 Super Plasticizer kg 20.80 80.00 1664.265 Use rate of curved shutter (40 uses) sqm 15.76 244.56 3854.336 Sundries LS 0.50 41.00 20.50














IRR-CCDW-2-17

formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing

Providing 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,


Providing 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,


235

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 5.04 462.00 2328.484 Super Plasticizer kg 14.40 80.00 1152.005 Use rate of shuttering for 40 uses sqm 39.60 256.79 10168.976 Scaffolding @ of shuttering 30% 3050.69














IRR-CCDW-2-18


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)





236





3 Fine aggregate (Un-Screened) cum 5.09 462.00 2352.744 Super Plasticizer kg 12.80 80.00 1024.325 Use rate ofshuttering for 40 uses sqm 40.01 256.79 10274.906 Scaffolding @ of shuttering 30% 3082.47














IRR-CCDW-2-19









237
















IRR-CCDW-2-20



Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum.






Providing 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,



238















IRR-CCDW-2-21

labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,

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 )





3 Plums of size 150 to 80 mm cum 4.52 340.00 1537.654 Fine aggregate (Un-Screened) cum 6.15 462.00 2841.585 Super Plasticizer kg 18.81 80.00 1505.09

Use rate of shuttering for 40 uses sqm 49.75 244.56 12166.446 Scaffolding @ of shuttering 30% 3649.93


Providing 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,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts.


239








for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 5.00 295.00 1475.00for placing plums Day 2.00 295.00 590.00for conveying concrete Day 15.38 295.00 4537.10for conveying plums Day 2.00 295.00 590.00for cleaning/ washing/ curing Day 1.00 295.00 295.00

7 Labour for shuttering sqm 49.75 75.30 3745.99Labour for scaffolding @ 30% 1123.80




IRR-CCDW-2-22

batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with











Providing 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,



240







7 Labour for shuttering sqm 30.76 75.30 2316.23Labour for scaffolding @ 15% 347.43




IRR-CCDW-2-23

cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

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)












Providing 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 cast in-situ pipes including cost of all materials, labour, machinery, formwork,



241








IRR-CCDW-2-24
















in Rs. in Rs.1 Crew for Concrete mixer Hour 8.00 189.80 1518.402 Crew for Pump Hour 0.50 96.10 48.053 Crew for Needle vibrator Hour 8.00 136.60 1092.80

Providing 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,



242

4 Mason Class-I Day 2.00 385.00 770.005 work inspector Day 1.00 370.00 370.006 mazdoor






IRR-CCDW-2-25

formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating,

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)





3 Fine aggregate (Un-Screened) cum 7.09 462.00 3276.504 Super Plasticizer kg 20.80 80.00 1664.265 Use rate of shuttering sqm 78.80 244.56 19271.64










for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying Day 3.00 295.00 885.00

Providing 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,

finishing, curing etc.,complete with initial lead upto 50 m and all lifts.


243

for conveying concrete Day 15.76 295.00 4649.20for cleaning/ washing/ curing Day 1.00 295.00 295.00





IRR-CCDW-2-26

cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,

and all lifts.Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data






3 Fine aggregate (Un-Screened) cum 7.09 462.00 3276.504 Super Plasticizer kg 20.80 80.00 1664.265 Use rate of shuttering sqm 7.88 244.56 1927.166 Sundries ( asphalt mortar etc ) LS 5.00 41.00 205.00












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, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork,

finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m


244



IRR-CCDW-2-27

scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing

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)











Fuel / Energy charges Hour 0.50 85.30 42.653 Needle vibrator 40 mm dia ( diesel ) Hour 8.00 7.60 60.80








Total Rs: 83862.39D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 11740.73

Providing 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,



245


IRR-CCDW-3 FOUNDATION WELL SINKING WORKS :

IRR-CCDW-3-1DATA: Unit = Running meter

Taking output = 1mdiameter of well = 6.00m

(i) Depth below bed level upto 3.0mRate of sinking = 0.50 m /hour

a) Labour0.12 Mate (Mason Cl- ll ) 345.00 day 41.401.00 Sinker ( skilled) 385.00 day 385.002.00 Sinking helper ( Semi skilled) 295.00 day 590.00

sub total (a) 1016.40b) Machinery

2.00 Hire & running charges of crane with grab 519.70 hour 1039.40 bucket of 0.75 cum capacity and accessories.Fuel Charges 322.20 hour 644.40Crew Charges 153.10 hour 306.20Consumables in sinking @ 10% of machinery charges 199.00

sub total (b) 2189.00sub total (a+b) 3205.40

14.00% 448.76

Rate per metre = (a+b+c)/1.0 3654.16or say ( Rate upto 3.0m for 6.0 m well sinking ) 3654.20labour component/unit qty 1322.60Contractor's profit and overhead charges 14.00% 185.20labour component/unit qty(including contractor's profit) 1507.80

(ii) Beyond 3m and upto 10m depthRate of sinking = 0.33 m per hour.

a) Labour0.15 Mate (Mason Cl- ll ) 345.00 day 51.751.25 Sinker ( skilled) 385.00 day 481.252.50 Sinking helper ( Semi skilled) 295.00 day 737.50

sub total (a) 1270.50b) Machinery

3.00 Hire & running charges of crane with grab 519.70 hour 1559.10 bucket of 0.75 cum capacity and accessories.Fuel Charges 322.20 hour 966.60Crew Charges 153.10 hour 459.30Consumables in sinking @ 10% of machinery charges 298.50

sub total (b) 3283.50sub total (a+b) 4554.00

14.00% 637.56

Rate per metre = (a+b+c) 5191.56or say ( Rate for 3.0m to 10m well sinking ) 5191.60

labour component/unit qty 1729.80Contractor's profit and overhead charges 0.14 242.20labour component/unit qty(including contractor's profit) 1972.00

IRR-CCDW-3-2ramming as directed including cost of all materials, machinery, labour etc., complete with



1 Sand for filling cum 15.75 342.00 5386.500.00 0.00



in Rs. in Rs.

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)

c) Add for Contractor's profit and overhead charges on (A+B)

c) Add for Contractor's profit and overhead charges on (A+B)

Filling foundation wells with sand in layers of 25 to 30 cm and compacting by watering,



246

1 Nill 0.00 0.00 0.000.00 0.00 0.00







IRR-CCDW-4 MASONRY WORKS :

IRR-CCDW-4-1

cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging

(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)






in Rs. in Rs.1 Water tanker 8000 ltr Hour 1.00 402.50 402.50




in Rs. in Rs.1 Crew for Water tanker Hour 1.00 153.10 153.102 Crew for Pump Hour 0.50 96.10 48.053 work inspector Day 1.00 370.00 370.004 Mason Class-I Day 1.00 385.00 385.005 Mason Class-II Day 2.00 345.00 690.006 mazdoor

for conveying rubble stones Day 4.00 295.00 1180.00for preparing mortar Day 2.00 295.00 590.00for loading mortar pans Day 1.00 295.00 295.00for laying & packing mortar Day 3.00 295.00 885.00for washing rubble / finishing / curing Day 1.00 295.00 295.00for conveying mortar / chips Day 4.00 295.00 1180.00



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

stone chips, curing etc., complete with initial lead upto 50 m and all lifts.


247



IRR-CCDW-4-2

cost of all materials, machinery, labour, scaffolding, cleaning, packing cement mortar, wedging

(Cement content: 143 kg / cum of masonry, rubble stones : 0.85cum, FA : 0.40 cum,Stone Chips : 0.15 cum)




TOTAL Rs: 11357.00Add for scaffolding @ 2.5% Rs: 283.93







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 153.10 153.102 Crew for Pump Hour 0.50 96.10 48.053 work inspector Day 1.00 370.00 370.004 Mason Class-I Day 1.00 385.00 385.005 Mason Class-II Day 2.00 345.00 690.006 mazdoor

for conveying rubble stones Day 4.00 295.00 1180.00for preparing mortar Day 2.00 295.00 590.00for loading mortar pans Day 1.00 295.00 295.00for laying & packing mortar Day 3.00 295.00 885.00for washing rubble / finishing / curing Day 1.00 295.00 295.00for conveying mortar / chips Day 4.00 295.00 1180.00





IRR-CCDW-4-3stones from approved source including cost of all materials, machinery, labour, scaffolding,ramps, cleaning, packing mortar, wedging stone chips, finishing, curing etc., complete with

(Cement content: 133 kg / cum of masonry, rubble stones : 0.45cum, FA : 0.35 cum,

Providing and constructing un-coursed rubble stone masonry with approved stones inCM 1 : 4 proportion for super-structure portions of return walls / abutments etc., including

stone chips, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and constructing coursed rubble masonry second sort in CM 1:4 proportion with

initial lead upto 50 m and initial lift upto 3m.


248

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 4.00 5320.002 Header stones 25x25x45 cm Nos 60.00 39.00 2340.003 Khandki stones 25x25x30 cm Nos 180.00 16.00 2880.004 Rubble stones cum 4.50 318.00 1431.005 Stone chips cum 1.50 340.00 510.006 Sand (Screened) cum 3.50 606.00 2121.00

TOTAL Rs: 14602.00Add for scaffolding materials @ 2.5% Rs: 365.05







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 153.10 153.102 Crew for Pump Hour 0.50 96.10 48.053 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -II Day 3.00 345.00 1035.005 Mason Class-I Day 1.00 385.00 385.006 Mason Class-II Day 2.00 345.00 690.007 mazdoor

for conveying stones / rubble Day 4.00 295.00 1180.00for preparation of mortar Day 3.00 295.00 885.00for loading mortar pans Day 1.00 295.00 295.00for laying & packing mortar Day 3.00 295.00 885.00for washing rubble / finishing / curing Day 1.00 295.00 295.00for conveying mortar / chips Day 2.00 295.00 590.00





IRR-CCDW-4-4stones 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 4.00 5320.002 Header stones 25x25x45 cm Nos 60.00 39.00 2340.003 Khandki stones 25x25x30 cm Nos 180.00 16.00 2880.00

Providing and constructing coursed rubble masonry first sort in CM 1:4 proportion with


249

4 Rubble stones cum 4.50 318.00 1431.005 Stone chips cum 1.50 340.00 510.006 Sand (Screened) cum 3.50 606.00 2121.00

TOTAL Rs: 14602.00Add for scaffolding materials @ 2.5% Rs: 365.05







in Rs. in Rs.1 Crew for Water tanker Hour 1.00 153.10 153.102 Crew for Pump Hour 0.50 96.10 48.053 work inspector Day 1.00 370.00 370.004 Stone chiseller Cl -II Day 6.00 345.00 2070.005 Mason Class-I Day 1.00 385.00 385.006 Mason Class-II Day 2.00 345.00 690.007 mazdoor8 for conveying rubble/ stones Day 4.00 295.00 1180.00

for preparation of mortar Day 3.00 295.00 885.00for loading mortar pans Day 1.00 295.00 295.00for laying & packing mortar Day 3.00 295.00 885.00for washing rubble / finishing / curing Day 1.00 295.00 295.00for conveying mortar / chips Day 2.00 295.00 590.00





IRR-CCDW-4-5proportion 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 with



1 Cement kg 456.00 4.00 1824.002 Sand (Screened) cum 0.75 606.00 454.50

TOTAL Rs: 2278.50Add for scaffolding / ramps etc @ 2.5% Rs: 56.96



in Rs. in Rs.1 Nil 0.00 0.00 0.00

( Manual mixing) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 2



250

in Rs. in Rs.1 Mason Cl- I Day 10.00 385.00 3850.002 work inspector Day 1.00 370.00 370.003 mazdoor Day 10.00 295.00 2950.00



Total Rs: 9505.46D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1330.76Total cost for 100.00 sqm Rs: 10836.22Rate per sqm (A+B+C+D)/100.0 Rs. 108.40

IRR-CCDW-4-6proportion 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 with







in Rs. in Rs.1 Nil 0.00 0.00 0.00







IRR-CCDW-4-7of all materials, machinery, labour, scaffolding, cleaning joints, smooth finishing, curing etc.,




Providing cement mortar pointing to coursed rubble face stone masonry in CM 1 : 3


Providing 12 mm thick plastering in cement mortar 1:3 proportion by volume including cost



251




in Rs. in Rs.1 Nil 0.00 0.00 0.00














in Rs. in Rs.1 Nil 0.00 0.00 0.00










252








in Rs. in Rs.1 Nil 0.00 0.00 0.00














in Rs. in Rs.1 Nil 0.00 0.00 0.00










253




IRR-CCDW-5 COPING & RAILING WORKS :

IRR-CCDW-5-1

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)



1 Cement kg 75.00 4.00 300.002 Sand (Screened) cum 0.30 606.00 181.803 Burnt stone slab 10 cm thick sqm 10.50 300.00 3150.00



in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 345.00 345.002 Stone chiseller Cl- II Day 1.00 345.00 345.003 work inspector Day 0.50 370.00 185.004 mazdoor Day 2.00 295.00 590.00




IRR-CCDW-5-2






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 includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto

Providing 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 includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto


254


in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 345.00 345.002 Stone chiseller Cl- I Day 4.00 385.00 1540.003 work inspector Day 0.50 370.00 185.004 mazdoor Day 2.00 295.00 590.00




IRR-CCDW-5-3







in Rs. in Rs.1 Nil 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 345.00 345.002 Stone chiseller Cl-I Day 8.00 385.00 3080.003 work inspector Day 0.50 370.00 185.004 mazdoor Day 2.00 295.00 590.00




Providing 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 includingcost of all materials, machinery, labour, finishing, curing etc., complete with initial lead upto


255

IRR-CCDW-5-4

aggregates for coping slab including cost of all materials, machinery, labour, formwork,cleaning surface, batching, mixing, placing in position, levelling, compacting, finishing, curing






3 Fine aggregate (Un-Screened) cum 6.60 462.00 3049.894 Super Plasticizer kg 17.60 80.00 1408.325 Use rate of shuttering sqm 80.69 244.56 19732.646 Sundries sqm 1.00 41.00 41.00









for batching materials Day 11.00 295.00 3245.00for loading mortar pans Day 4.00 295.00 1180.00for laying and tamping Day 3.00 295.00 885.00for conveying concrete Day 14.67 295.00 4327.65for cleaning/ washing/ curing Day 1.00 295.00 295.00

7 Labour cost for shuttering/scaffolding sqm 80.69 75.30 6075.58Total cost of Labour Rs: 18482.78




IRR-CCDW-5-5

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,

Providing 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

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

Providing 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.

finishing, curing etc., complete with lead upto 50 m and all lifts.


256



1 Cement kg 30.00 4.00 120.002 20-10 mm coarse aggregate cum 0.04 1210.00 48.403 10-4.75 mm coarse aggregate cum 0.02 875.00 17.504 Fine aggregate (Un-Screened) cum 0.04 462.00 18.485 Reinforcement steel kg 16.39 46.50 762.146 40 mm dia GI pipes B class Rm 30.00 290.00 8700.007 Use rate of shuttering sqm 3.00 244.56 733.698 Sundries ( paints/ binding wire etc ) LS 4.00 41.00 164.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 Mason Class I Day 0.50 385.00 192.502 Bar bender Day 0.50 450.00 225.003 work inspector Day 0.50 370.00 185.004 mazdoor Day 1.50 295.00 442.505 Painter Cl- II Day 0.50 345.00 172.506 Fitter shuttering Day 0.50 345.00 172.50



Total Rs: 11954.21D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 1673.59Total cost for 10.00 Rm Rs: 13627.80Rate per Rm (A+B+C+D)/10.0 Rs. 1362.80

IRR-CCDW-6 HUME PIPE LAYING & JOINTING WORKS :

IRR-CCDW-6-1proportion by volume including cost of all materials ( excluding pipes and collars ), machinery,

50 m and all lifts.(Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

DATA: RATE ANALYSIS UNIT : 10.00JointsA. MATERIALS:


1 Cement kg 99.00 4.00 396.002 Sand (Screened) cum 0.10 606.00 60.603 Hemp yarn kg 0.91 72.00 65.52



in Rs. in Rs.1 Nill 0.00 0.00 0.00

( Manual mixing ) 0.00 0.00 0.00Total hire charges of Machinery Rs: 0.00


in Rs. in Rs.1 Mason Cl- II Day 2.00 345.00 690.00

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2

labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto


257

2 work inspector Day 1.00 370.00 370.003 mazdoor Day 3.00 295.00 885.00



Total Rs: 2467.12D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 345.4Total cost for 10.00 Joints Rs: 2812.52Rate per joint (A+B+C+D)/10.0 Rs. 281.30

Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 2.00 345.00 690.002 work inspector Day 1.00 370.00 370.003 mazdoor Day 3.00 295.00 885.00




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







258





in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00










259


D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 569.01Total cost for 10.00 Joints Rs: 4633.37Rate per joint (A+B+C+D)/10.0 Rs. 463.30

Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:








in Rs. in Rs.








260

1 Nill 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00







Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:

IRR-CCDW-6-8







261

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: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)






in Rs. in Rs.1 Nill 0.00 0.00 0.00







Note:








in Rs. in Rs.1 Nill 0.00 0.00 0.00








262




Note:

IRR-CCDW-7 BACK FILLING & OTHER WORKS :

IRR-CCDW-7-1including 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 10.00 318.00 3180.002 Sand for filling cum 4.00 342.00 1368.00



in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 0.50 370.00 185.002 Mason Cl II Day 1.00 345.00 345.003 mazdoor Day 4.00 295.00 1180.00




IRR-CCDW-7-2




1 Murum cum 12.00 107.00 1284.000.00 0.00 0.00



Providing rubble / boulder and sand filling behind abutment and return walls in layers

Providing 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


263


in Rs. in Rs.1 Nill 0.00 0.00 0.00



in Rs. in Rs.1 Cartman with double bullock cart Day 0.50 395.00 197.502 work inspector Day 0.50 370.00 185.003 mazdoor Day 6.00 295.00 1770.00




IRR-CCDW-7-3

50 m and all lifts.



1 Murum cum 12.00 107.00 1284.000.00 0.00 0.00



in Rs. in Rs.1 Diesel road roller 8-10 tonne Hour 0.17 197.20 33.65



in Rs. in Rs.1 Operator road roller Hour 0.17 182.20 31.092 Cartman with double bullock cart Day 0.50 395.00 197.503 work inspector Day 0.50 370.00 185.004 mazdoor Day 1.50 295.00 442.50




IRR-CCDW-7-4

size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic

Providing 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

Providing 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


264

enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost



1 One line dressed Km stone No. 4.00 450.00 1800.002 40-20 mm coarse aggregate cum 0.20 1145.00 229.003 20-10 mm coarse aggregate cum 0.15 1210.00 181.504 10-4.75 mm coarse aggregate cum 0.10 875.00 87.505 Sand (Un-Screened) cum 0.20 462.00 92.406 Cement kg 100.00 4.00 400.007 Synthetic enamel paint I st quality ltr 1.00 240.00 240.008 Sundries ( brush / oil etc ) LS 4.00 41.00 164.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 Mason Cl- II Day 1.00 345.00 345.002 work inspector Day 1.00 370.00 370.003 mazdoor Day 1.00 295.00 295.004 Painter Cl- I Day 1.00 440.00 440.00



Total Rs: 4644.40D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 650.22Total cost for 4.00 Nos. Rs: 5294.62Rate per No. (A+B+C+D)/4.0 Rs. 1323.70

IRR-CCDW-7-5

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, cost



1 One line dressed hectometre stone No. 4.00 240.00 960.002 40-20 mm coarse aggregate cum 0.20 1145.00 229.003 20-10 mm coarse aggregate cum 0.15 1210.00 181.504 10-4.75 mm coarse aggregate cum 0.10 875.00 87.505 Sand (Un-Screened) cum 0.20 462.00 92.406 Cement kg 100.00 4.00 400.007 Synthetic enamel paint I st quality ltr 0.40 240.00 96.008 Sundries ( brush / oil etc ) LS 1.00 41.00 41.00

Total cost of Materials Rs: 2087.40B. MACHINERY:


1 NIL 0.00 0.00 0.00( Manual mixing ) 0.00 0.00 0.00

Total hire charges of Machinery Rs: 0.00C. LABOUR:


of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing 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

of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.


265

1 Mason Cl- II Day 1.00 345.00 345.002 work inspector Day 1.00 370.00 370.003 mazdoor Day 1.00 295.00 295.004 Painter Cl- I Day 0.50 440.00 220.00

Total cost of Labour Rs: 1230.00labour component/unit qty 307.50Add contractor's profit and overhead charges 14.00% 43.10labour component/unit qty (including contractor's profit) 350.60ABSTRACT:A. Cost of Materials Rs: 2087.40B. Hire charges of Machinery Rs: 0.00C. Cost of Labour Rs: 1230.00

Total Rs: 3317.40D. Add for contractor's profit and overheads on (A+B+C) 14.00% Rs: 464.44Total cost for 4.00 Nos. Rs: 3781.84Rate per No. (A+B+C+D)/4.0 Rs. 945.50

Gates and Allied Works - Item Unit Rates 2014-15

266

CHAPTER-VHYDRAULIC GATES AND ALLIED EQUIPMENT - Standard Data


FOR THE YEAR : 2014-15

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 technicalspecifications.

4 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.

5 The basic rates are inclusive of taxes, duties (excise ), levies and all other incidental charges includingturn 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.

6 The basic rates are inclusive of all leads and lifts including rehandling.

7 no provision is made for stitch welding and it is part of welding work

8 The basic rates are inclusive of preparatory works such as rectification of damages, repairingshop painting, cleaning, positioning and anchoring first stage embedments,

9perschedule rates formulated in the same chapter as per applicability and specifications

10 The basic rates are exclusive of cost of river diversion arrangements, dewatering, desilting ,secondary concreting of EM parts etc., which form part of civil works.

11 DESIGNS AND DRAWING CHARGES AT 2% BE ADDED EXTRA TO THE ESTIMATES, IF CONTRACTOR'S SCOPE OF WORK INVOLVES DESIGNS COMPONENT ALSO

12 Add AREA ALLOWANCES AS APPLICABLE ON LABOUR COMPONENT ONLY ( SHOWN UNDER EACH ITEM)

13 Add contractors profit and overheads at 14% to all items

14 Painting Charges added extra to the data items as per applicability wherver necessary

15 HOIST EQUIPMENT1.-where sand blasting is not possible, hand and power tool cleaning be adopted - Guidance may be taken from Mechanical workshop in this regard2. Machined surfaces should not be painted3. for maintenance unless sand blasting is essential hand and power tool cleaning be adopted

16 Painting of Hoast Gates is to be done as per IS 14177:1994

DATA and RATES ---GATE / HOIST AND ALLIED WORKS -

(STORED WITH E-N-C &TO INCORPORATE CHANGES YEARLY/AS NEEDED)GAW - Work Items

Index- codeIRR-GAW TYPES OF GATES:

IRR-GAW-1 A. SPILLWAY RADIAL GATESIRR-GAW-1-1 E.M Parts and anchorages

consists of sill beam, wall plates, anchor girders , yoke girders, tie flats, trunnion supports etc., including

The basic rates are not inclusive of painting with or without sand blasting,and are to be added to the rate as

fabrication, supply, erection, testing and commissioning of Embedded parts for radial gate


267

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:


1 Str steel angle / beam / channel / bars kg 3467.00 45.00 156015.002 Structural steel plate / flats kg 11261.00 46.00 518006.003 Stainless steel plate / flats kg 515.00 275.00 141625.004 MS bolts and nuts kg 48.00 90.00 4320.005 Oxygen gas cum 158.00 52.00 8216.006 Acetyline gas cum 53.00 320.00 16960.007 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 26.00 30160.0010 Use rate welding holder set Hour 1945.00 7.35 14295.7511 Use rate gas cutting torch set Hour 158.00 23.67 3740.1212 Sundries LS 100.00 41.00 4100.00



in Rs. in Rs.1 Welding transformer Hour 1945.00 16.00 31120.00



3 Plate shearing machine Hour 16.00 41.90 670.40Fuel / Energy charges Hour 16.00 152.20 2435.20

4 Pug cutting machine Hour 76.00 6.40 486.40Fuel / Energy charges Hour 76.00 3.80 288.80

5 Mobile crane 16 Tonnes Hour 22.00 2278.10 50118.20Fuel / Energy charges Hour 22.00 75.00 1650.00

6 Stationery derric crane Hour 64.00 86.10 5510.40Fuel / Energy charges Hour 64.00 0.00 0.00

7 Grinding machine Hour 30.00 22.50 675.00Fuel / Energy charges Hour 30.00 38.00 1140.00

8 Drilling machines Hour 30.00 22.50 675.00Fuel / Energy charges Hour 30.00 38.00 1140.00

9 Planing machine Hour 100.00 117.80 11780.00Fuel / Energy charges Hour 100.00 114.10 11410.00

10 Bending Machine Hour 30.00 42.60 1278.00Fuel / Energy charges Hour 30.00 114.10 3423.00



in Rs. in Rs.1 Crew for Tower crane Hour 16.00 163.30 2612.802 Crew for Mobile crane 16 T Hour 22.00 454.30 9994.603 Crew for Shearing machine Hour 16.00 122.50 1960.004 Crew for Planing machine Hour 100.00 182.20 18220.005 Crew for Drilling machine Hour 30.00 171.60 5148.006 Crew for Grinding machine Hour 30.00 171.60 5148.007 Crew for Bending machine 30.00 113.90 3417.008 Foreman Day 15.00 440.00 6600.009 Marker / Fabricator / Erector Day 75.00 440.00 33000.0010 Gas cutter Day 20.00 385.00 7700.0011 Welder ( General ) Day 212.00 385.00 81620.0012 Welder ( X - ray ) Day 48.00 440.00 21120.00

Tower crane/heavy duty tyre mounted crane


268

13 Khalasi Day 345.00 385.00 132825.0014 Helper fabrication / erection Day 255.00 345.00 87975.0015 Electrician Day 5.00 440.00 2200.00

Total cost of Labour Rs: 419540.40Add towards highly skilled labour charges @ 30% on total cost of labour 125862.12

Total Cost of Labour 545402.52



Total Rs: 1943917.69D.Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 1943917.69E. Add for transportation upto work site @ 3% Rs: 58317.53

Total Rs: 2002235.22

14% Rs: 280312.93Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 581.4Unloading charges of fabricated parts Rs 63.30 per tonne 1936.98Total cost for 15.300 tonne Rs: 2285066.54

Rate per tonne Rs: 149350.80 ######

RADIAL GATESA-2 Gates

IRR-GAW-1-2of skin plate, stiffeners, horizontal girders, radial arms, trunnion assemblies, tie beam, pulley

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



1 Structural steel :Angles / beams / channels / bars kg 9700.00 45.00 436500.00Plates / flats kg 16850.00 46.00 775100.00

2 Cast steel components :Trunnion hubs / Guide rollers kg 2100.00 180.00 378000.00

3Bush for Trunnion / Guide roller kg 350.00 912.00 319200.00

4 Bolt / Nut / Washer :GI bolts / nuts / washers kg 250.00 130.00 32500.00

5 Zinc/Babbit Metal kg 50.00 170.00 8500.006 Rubber seals :

Bottom seal Rm 12.00 759.00 9108.00Side seals ( Z - type ) Rm 14.00 1457.00 20398.00

7 Oxygen gas cum 228.00 52.00 11856.008 Acetyline gas cum 76.00 320.00 24320.009 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 7.35 1146.6012 Use rate gas cutting torch set Hour 228.00 23.67 5397.1413 Sundries LS 500.00 41.00 20500.00


F. Add for contractor's profit and overheads on (A+B+C+D+E)

fabrication, supply, erection, testing and commissioning of radial gate consisting

supports, bracings, rubber seals, clamps etc., with all accessories for spillway/canals including cost

Alluminium / Bronze alloy components :


269



Fuel / Energy charges Hour 156.00 91.30 14242.802 Plate shearing machine Hour 29.00 41.90 1215.10

Fuel / Energy charges Hour 29.00 152.20 4413.803 Pug cutting machine Hour 114.00 6.40 729.60

Fuel / Energy charges Hour 114.00 3.80 433.204 Bending machine Hour 116.00 42.60 4941.60

Fuel / Energy charges Hour 116.00 114.10 13235.605 Tower crane 5 t cpacity Hour 29.00 867.10 25145.90

Fuel / Energy charges Hour 29.00 197.80 5736.206 Mobile derric crane Hour 58.00 519.70 30142.60

Fuel / Energy charges Hour 58.00 322.20 18687.607 Stationery derric crane Hour 58.00 86.10 4993.80

Fuel / Energy charges Hour 58.00 0.00 0.008 Grinding machine Hour 58.00 22.50 1305.00

Fuel / Energy charges Hour 58.00 38.00 2204.009 Drilling machines Hour 58.00 22.50 1305.00

Fuel / Energy charges Hour 58.00 38.00 2204.0010 Mobile Crane 30 T Hour 100.00 3096.80 309680.00




in Rs. in Rs.1 Crew for Mobile crane 30T Hour 100.00 454.30 45430.002 Crew for Tower crane Hour 29.00 163.30 4735.703 Crew for Bending machine Hour 116.00 113.90 13212.404 Crew for Drilling machine Hour 58.00 171.60 9952.805 Crew for Grinding machine Hour 58.00 171.60 9952.806 Foreman Day 29.00 440.00 12760.007 Marker / Fabricator / Erector Day 145.00 440.00 63800.008 Gas cutter Day 29.00 385.00 11165.009 Welder ( General ) Day 17.00 385.00 6545.0010 Welder ( X - ray ) Day 5.00 440.00 2200.0011 Khalasi Day 493.00 385.00 189805.0012 Helper fabrication / erection Day 667.00 345.00 230115.0013 Electrician Day 15.00 440.00 6600.00





Total Rs: 3321673.35D. Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 3321673.35E. Add for transportation upto work site @ 3% Rs: 99650.20

Total Rs: 3421323.55

14% Rs: 478985.30Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 1102Unloading charges of fabricated parts Rs 63.30 per tonne 3671.4Total cost for 29.000 tonne Rs: 3905082.25

Rate per tonne Rs. 134658.00###



270

IRR-GAW-1-3 RADIAL GATES-ROPE DRUM HOISTS WITH HOIST BRIDGES

system, brake system, electric motor, wire ropes, gate position indicator, manual operation

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


1 Structural steelAngles / beams / channels / bars kg 2571.00 45.00 115695.00Plates / flats kg 3632.00 46.00 167072.00

2 Cast steel components :Rope drums 2 Nos / Gears 4 Nos kg 3680.00 220.00 809600.00Pinions kg 218.00 210.00 45780.00Pulleys 720 PCD 6 Nos kg 1080.00 180.00 194400.00Plummer blocks / Hubs kg 322.00 180.00 57960.00

3 Alloy steel componentsShafts kg 557.00 210.00 116970.00Pins kg 546.00 420.00 229320.00

4 Bronze alloy components :Bronze bearings / bush kg 144.00 912.00 131328.00

5 kg 448.00 250.00 112000.006 MS Bolt / Nut / Washer kg 85.00 90.00 7650.007 Worm reducers No. 1.00 224400.00 224400.008 Electric motor 20 hp No. 1.00 121000.00 121000.009 Floating shaft 300 mm dia kg 1000.00 180.00 180000.0010 Manual operating system No. 1.00 28820.00 28820.0011 Gate position indicator No. 1.00 195800.00 195800.0012 Ele-magnetic brake No. 1.00 35200.00 35200.00

13 LS 1.00 50380.00 50380.0014 Oxygen gas cum 213.00 52.00 11076.0015 Acetyline gas cum 71.00 320.00 22720.0016 Welding electrodes Nos 530.00 11.00 5830.0017 Welding electrodes ( LH ) Nos 4776.00 18.00 85968.0018 Grease kg 50.00 260.00 13000.0019 Use rate welding holder set Hour 566.00 7.35 4160.1020 Use rate gas cutting torch set Hour 90.00 23.67 2130.4521 Sundries ( hand rail /staircase / gate etc ) LS 200.00 41.00 8200.00




Fuel / Energy charges Hour 353.00 91.30 32228.902 Tower crane 5 t capacity Hour 4.00 867.10 3468.40







fabrication, supply, erection, testing and commissioning of electrically operated ropedrum hoist of adequate capacity consisting of base frames, rope drums,connecting shaft, gear

arrangement etc., with all accessories for spillway radial gate including cost of all materials,

Wire rope 36 mm dia 6/37 construction

Electric cable / switch / control panel etc


271


in Rs. in Rs.1 Crew for Mobile crane Hour 50.00 153.10 7655.002 Crew for Tower crane Hour 4.00 163.30 653.203 Crew for Drilling machine Hour 16.00 171.60 2745.604 Crew for Grinding machine Hour 8.00 171.60 1372.805 Foreman Day 35.00 440.00 15400.00

6 Day 58.00 440.00 25520.007 Gas cutter Day 18.00 385.00 6930.008 Welder ( General ) Day 53.00 385.00 20405.009 Khalasi Day 20.00 385.00 7700.0010 Helper fabrication / erection Day 175.00 345.00 60375.0011 Electrician Day 3.00 440.00 1320.00






Total Rs: 3363249.97

14% Rs: 470855.00Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 586.72Unloading charges of fabricated parts Rs 63.30 per tonne 1954.704Total cost for 15.440 tonne wt Rs: 3836646.39Total cost for 90.00 t capacity Rs:

Rate per tonne wt Rs: 248487.50Rate per tonne capacity of hoist 42629.40

IRR-GAW-1-4 Walk way(cat walk)

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:


1 Structural steelAngles / beams / channels / bars kg 4258.00 45.00 191610.00Plates / flats kg 98.00 46.00 4508.00Chequered plates kg 856.00 60.00 51360.00

2 MS bolts / nuts / washers kg 8.00 90.00 720.003 Oxygen gas cum 51.00 52.00 2652.004 Acetyline gas cum 17.00 320.00 5440.005 Welding electrodes Nos 1195.00 11.00 13145.006 Use rate welding holder set Hour 150.00 7.35 1102.507 Use rate gas cutting torch set Hour 30.00 23.67 710.158 Sundries LS 10.00 41.00 410.00


Marker / Fabricator / Erector / Mechanic


fabrication, supply, erection and commissioning of 1 metre wide walkway connectingspillway piers / abutments at trunnion platform level including cost of all materials,


272



Fuel / Energy charges Hour 150.00 91.30 13695.002 Tower crane Hour 6.00 867.10 5202.60


Fuel / Energy charges Hour 12.00 3.80 45.604 Mobile CRANE 16T Hour 8.00 2278.10 18224.80



Fuel / Energy charges Hour 12.00 38.00 456.007 Bending Machine Hour 10.00 42.60 426.00




in Rs. in Rs.1 Crew for Mobile crane 16T Hour 10.00 454.30 4543.002 Crew for Tower crane Hour 6.00 163.30 979.803 Crew for Drilling machine Hour 12.00 171.60 2059.204 Crew for Grinding machine Hour 12.00 171.60 2059.205 Crew for Bending machine Hour 10.00 113.90 1139.006 Foreman Day 6.00 440.00 2640.007 Marker / Fabricator / Erector Day 25.00 440.00 11000.008 Gas cutter Day 5.00 385.00 1925.009 Welder ( General ) Day 20.00 385.00 7700.0010 Helper fabrication / erection Day 200.00 345.00 69000.0011 Electrician Day 2.00 440.00 880.00






Total Rs: 465169.64

14% Rs: 65123.75Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 198.36Unloading charges of fabricated parts Rs 63.30 per tonne 660.852Total cost for 5.22 MT Rs: 531152.60

Rate per MT Rs: 101753.40

IRR-GAW-2 VERTICAL LIFT GATES-EM PARTSIRR-GAW-2-1

sill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements

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)


Design, fabrication, supply, erection and commissioning of embedded parts consisting of

etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials,


273

Vent Size: 3.6 X 6.1 Mtr



1 Str steel angle / beam / channel / bars kg 1885.00 45.00 84825.002 Structural steel plate / flats kg 3890.00 46.00 178940.003 Stainless steel plate / flats kg 271.00 275.00 74525.004 MS bolts and nuts kg 50.00 90.00 4500.005 Oxygen gas cum 225.00 52.00 11700.006 Acetyline gas cum 75.00 320.00 24000.007 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 26.00 34320.0010 Use rate welding holder set Hour 385.00 7.35 2829.7511 Use rate gas cutting torch set Hour 225.00 23.67 5326.1312 Sundries LS 40.00 41.00 1640.00




Fuel / Energy charges Hour 385.00 91.30 35150.502 Plate shearing machine Hour 8.00 41.90 335.20


Fuel / Energy charges Hour 110.00 3.80 418.004 Planing machine Hour 270.00 117.80 31806.00

Fuel / Energy charges Hour 270.00 114.10 30807.005 Mobile Crane 16 T Hour 24.00 2278.10 54674.40








in Rs. in Rs.1 Crew for Mobile crane 16 T Hour 24.00 454.30 10903.202 Crew for Planing machine Hour 270.00 182.20 49194.003 Crew for Drilling machine Hour 21.00 171.60 3603.604 Crew for Grinding machine Hour 14.00 171.60 2402.405 Crew for Bending machine Hour 14.00 113.90 1594.606 Foreman Day 32.00 440.00 14080.007 Marker / Fabricator / Erector Day 35.00 440.00 15400.008 Gas cutter Day 9.00 385.00 3465.009 Welder ( General ) Day 46.00 385.00 17710.0010 Welder ( X - ray ) Day 6.00 440.00 2640.0011 Helper fabrication / erection Day 240.00 345.00 82800.0012 Electrician Day 4.00 440.00 1760.00






274



Total Rs: 908319.83


Rate per tonne Rs: 164527.20

vertical lift gates and stop log gate elements ( SLIDING GATES)IRR-GAW-2-2

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




2 Alloy steel componentsLifting pins kg 520.00 420.00 218400.00

3 Bolt / Nut / WasherGI bolts / nuts / washers kg 600.00 130.00 78000.00

4 Rubber sealsBottom seal Rm 210.00 759.00 159390.00Side seals Rm 18.00 1155.00 20790.00

5 Oxygen gas cum 2714.00 52.00 141128.006 Acetyline gas cum 905.00 320.00 289600.007 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 7.35 94668.0010 Use rate gas cutting torch set Hour 2714.00 23.67 64244.9011 Sundries LS 400.00 41.00 16400.00





Fuel / Energy charges Hour 6440.00 3.80 24472.003 Mobile crane 16 T Hour 360.00 2278.10 820116.00







Design, fabrication, supply, erection, testing and commissioning of vertical lift gates and stoplog gate elements, consisting of skin plate,


275



in Rs. in Rs.1 Crew for Mobile crane 16T Hour 360.00 454.30 163548.002 Crew for Drilling machine Hour 357.00 171.60 61261.203 Crew for Grinding machine Hour 238.00 171.60 40840.804 Crew for Bending machine Hour 240.00 113.90 27336.005 Foreman Day 120.00 440.00 52800.006 Marker / Fabricator / Erector Day 195.00 440.00 85800.007 Gas cutter Day 100.00 385.00 38500.008 Welder ( General ) Day 1442.00 385.00 555170.009 Welder ( X - ray ) Day 275.00 440.00 121000.0010 Khalasi Day 2023.00 385.00 778855.0011 Helper fabrication / erection Day 2727.00 345.00 940815.0012 Electrician Day 10.00 440.00 4400.00






Total Rs: 14305950.16



STOP LOGS-automatic lifting beamIRR-GAW-2-3

including cost of all materials, machinery, labour, cutting, aligning, welding, finishing,





2 Alloy steel componentsLifting pins kg 101.00 420.00 42420.00

3 Bronze alloy components :Bronze bush kg 5.00 912.00 4560.00

4 Forged steel components :Lifting hooks kg 103.00 260.00 26780.00

5 MS pipe 100 mm dia kg 11.00 175.00 1925.006 Bolt / Nut / Washer

MS bolts / nuts / washers kg 3.00 90.00 270.00


fabrication, supply, erection, testing and commissioning of automatic lifting beamwith all accessories for handling, lowering and lifting of spillway stop log gate elements

etc., complete as per specifications and drawings with all leads and lifts.


276













in Rs. in Rs.1 Crew for Mobile crane Hour 4.00 153.10 612.402 Crew for Drilling machine Hour 2.00 171.60 343.203 Crew for Grinding machine Hour 2.00 171.60 343.204 Foreman Day 10.00 440.00 4400.005 Marker / Fabricator / Erector Day 18.00 440.00 7920.006 Gas cutter Day 10.00 385.00 3850.007 Welder ( General ) Day 18.00 385.00 6930.008 Helper fabrication / erection Day 52.00 345.00 17940.009 Electrician Day 1.00 440.00 440.00






Total Rs: 371083.78



MOVING GANTRY CRANE-CLASS IIIRR-GAW-2-4

railing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-


fabrication, supply, erection, testing and commissioning of adequate capacity Class- IItype moving gantry crane consisting of rail mounted gantry frame, top platform with hand


277

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,


DATA: RATE ANALYSIS UNIT : 30.856 tonneA. MATERIALS: 25 t capacity


1 Structural steelAngles / beams / channels / bars kg 1743.00 45.00 78435.00Plates / flats kg 19700.00 46.00 906200.00Chequered plates kg 820.00 60.00 49200.00

2 Cast steel components :Rope drums 2 Nos/Gears kg 1320.00 220.00 290400.00pinions kg 1165.00 210.00 244650.00Wheels / Pulleys kg 2255.00 180.00 405900.00Plummer blocks / Couplings kg 817.00 180.00 147060.00

3 Forged steel componentsHook / Shackle kg 127.00 260.00 33020.00



6 Wire rope 28 mm dia 6/37 construction kg 406.00 250.00 101500.007 MS Bolt / Nut / Washer kg 63.00 90.00 5670.008 MS pipe 32 mm dia for railing Rm 50.00 185.00 9250.009 Worm reducers Nos. 4.00 224400.00 897600.0010 Electric motor 17.5 hp No. 1.00 85800.00 85800.00

Electric motor 5 hp Nos. 2.00 33000.00 66000.00Electric motor 3 hp No. 1.00 23100.00 23100.00

11 Ele-magnetic / Thruster brakes Nos. 4.00 35200.00 140800.00

12 LS 3.00 50380.00 151140.0013 Oxygen gas cum 579.00 52.00 30108.0014 Acetyline gas cum 193.00 320.00 61760.0015 Welding electrodes Nos 1123.00 11.00 12353.0016 Welding electrodes ( LH ) Nos 10110.00 18.00 181980.0017 Grease kg 50.00 260.00 13000.0018 Use rate welding holder set Hour 1197.00 7.35 8797.9519 Use rate gas cutting torch set Hour 150.00 23.67 3550.7520 Sundries LS 200.00 41.00 8200.00












etc., complete with all leads and lifts.



278

in Rs. in Rs.1 Crew for Mobile crane Hour 100.00 153.10 15310.002 Crew for Tower crane Hour 6.00 163.30 979.803 Crew for Drilling machine Hour 16.00 171.60 2745.604 Crew for Grinding machine Hour 32.00 171.60 5491.205 Foreman Day 74.00 440.00 32560.006 Marker / Fabricator / Erector Day 124.00 440.00 54560.007 Gas cutter Day 48.00 385.00 18480.008 Welder ( General ) Day 112.00 385.00 43120.009 Khalasi Day 20.00 385.00 7700.0010 Helper fabrication / erection Day 350.00 345.00 120750.0011 Electrician Day 10.00 440.00 4400.00






Total Rs: 5210911.19


25.000 t capacity Rs:Rate per tonne Rs: 192685.90

Rate per tonne capacity Rs: 237820.70

RAIL TRACK FOR GANTRY CRANEIRR-GAW-2-5

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)



1 kg 1570.00 45.00 70650.002 Structural steel plate / flats kg 975.00 46.00 44850.003 Rails kg 18450.00 51.50 950175.004 MS bolts and nuts kg 246.00 90.00 22140.005 Oxygen gas cum 201.00 52.00 10452.006 Acetyline gas cum 67.00 320.00 21440.007 Welding electrodes Nos 1805.00 11.00 19855.008 Use rate welding holder set Hour 193.00 7.35 1418.559 Use rate gas cutting torch set Hour 133.00 23.67 3148.3310 Sundries LS 10.00 41.00 410.00





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

Str steel angle / beam / channel / bars


279













Total Rs: 1281306.65

14% Rs: 179382.93Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 787.436Unloading charges of fabricated parts Rs 63.30 per tonne 2623.406Total cost for 200.000 Rm Rs: 1464100.43

Rate per Rm Rs: 7320.50

VERTICAL LIFT GATES/STOP LOGS - ROLLER MOUNTEDIRR-GAW-2-6

river 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)Gate Size: 3.66 X 6.1 Mtr



1 Structural steelPlates / flats kg 7103.00 46.00 326738.00Beams/Channels kg 2727.00 45.00 122715.00

2 Alloy steel componentsWheel axles / Pins kg 108.00 420.00 45360.00


Design, fabrication, supply, erection, testing and commissioning of fixed wheel type verticallift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, liftingbrackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for


280

3 Cast steel componentsWheels / Guide rollers kg 504.00 180.00 90720.00

4Bearings kg 12.00 912.00 10944.00

5 Bolt / Nut / WasherGI bolts / nuts / washers kg 36.00 106.00 3816.00MS bolts / nuts / washers kg 6.00 90.00 540.00

6 Rubber sealsBottom seal ( flat uncladed ) Rm 3.72 759.00 2823.48Side seals ( bulb teflon claded ) Rm 12.30 1518.00 18671.40Top seal ( bulb teflon claded ) Rm 3.72 1518.00 5646.96Corner seals ( bulb teflon claded ) Nos 2.00 1485.00 2970.00






Fuel / Energy charges Hour 85.00 3.80 323.003 Tower crane Hour 10.00 867.10 8671.00





Fuel / Energy charges Hour 30.00 38.00 1140.008 Bending machine Hour 10.00 42.60 426.00




in Rs. in Rs.1 Crew for Mobile crane 16 T Hour 30.00 454.30 13629.002 Crew for Tower crane Hour 10.00 163.30 1633.003 Crew for Drilling machine Hour 30.00 171.60 5148.004 Crew for Grinding machine Hour 10.00 171.60 1716.005 Crew for Bending machine Hour 10.00 113.90 1139.006 Foreman Day 16.00 440.00 7040.007 Marker / Fabricator / Erector Day 50.00 440.00 22000.008 Gas cutter Day 8.00 385.00 3080.009 Welder ( General ) Day 52.00 385.00 20020.0010 Welder ( X - ray grade ) Day 14.00 440.00 6160.0011 Khalasi Day 170.00 385.00 65450.0012 Helper fabrication / erection Day 230.00 345.00 79350.0013 Electrician Day 4.00 440.00 1760.00




ABSTRACT:

Alluminium / Bronze alloy components


281



Total Rs: 1189101.22

14% Rs: 166474.17Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 380Unloading charges of fabricated parts Rs 63.30 per tonne 1266Total cost for 10.000 tonne Rs: 1357221.39


VERTICAL LIFT GATES-ROPE DRUM HOIST UPTO 30 TON CAP. POWER OPERATEDIRR-GAW-2-7

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 capacitySl No particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Structural steel

Angles / beams / channels / bars kg 1487.00 45.00 66915.00Plates / flats kg 402.00 46.00 18492.00Chequered plate kg 290.00 60.00 17400.00

2 Cast steel components :Rope drums 2 Nos / Gears kg 1926.00 220.00 423720.00Pinions kg 79.00 210.00 16590.00Pulleys 3 Nos / Couplings 2 Nos kg 306.00 180.00 55080.00Plummer blocks / Hubs kg 72.00 180.00 12960.00



5 kg 325.00 250.00 81250.006 MS Bolt / Nut / Washer kg 32.00 90.00 2880.007 Worm reducers No. 1.00 224400.00 224400.008 Electric motor 5 hp No. 1.00 33000.00 33000.009 Manual operating system No. 1.00 28820.00 28820.0010 Gate position indicator No. 1.00 195800.00 195800.0011 Ele-magnetic brake No. 1.00 35200.00 35200.00






Design, fabrication, supply, erection, testing and commissioning of adequate capacity ropedrum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-




282















Total Rs: 1569728.65

14% Rs: 219762.01Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 237.234Unloading charges of fabricated parts Rs 63.30 per tonne 790.364Total cost for 6.243 tonne wt Rs: 1790518.26

25.000 t capacity Rs:Rate per tonne wt Rs: 286804.10

Rate per tonne capacity of hoist Rs: 71620.70

HOIST BRIDGE/ WITH TRESSELSIRR-GAW-2-8

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., complete

(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:


Design, fabrication, supply, erection and commissioning of structural steel hoist bridge

complete as per specifications and drawings with all leads and lifts


283


1 kg 1494.00 45.00 67230.00Structural steel plates / flats kg 6564.00 46.00 301944.00Chequered plate kg 2442.00 60.00 146520.00

2 MS pipe 25 mm dia Rm 60.00 150.00 9000.003 Bolt / Nut / Washers kg 18.00 90.00 1620.004 Oxygen gas cum 105.00 52.00 5460.005 Acetyline gas cum 35.00 320.00 11200.006 Welding electrodes Nos 3150.00 11.00 34650.007 Use rate welding holder set Hour 394.00 7.35 2895.908 Use rate gas cutting torch set Hour 105.00 23.67 2485.539 Sundries LS 50.00 41.00 2050.00







Fuel / Energy charges Hour 20.00 0.00 0.005 Drilling machine Hour 20.00 22.50 450.00


Fuel / Energy charges Hour 20.00 38.00 760.007 Tower Crane Hour 20.00 867.10 17342.00




in Rs. in Rs.1 Crew for Mobile crane 30 T Hour 30.00 454.30 13629.002 Crew for Drilling machine Hour 20.00 171.60 3432.003 Crew for Grinding machine Hour 20.00 171.60 3432.004 Crew for Tower Crane Hour 20.00 163.30 3266.005 Foreman Day 10.00 440.00 4400.006 Marker / Fabricator / Erector Day 50.00 440.00 22000.007 Gas cutter Day 14.00 385.00 5390.008 Welder ( General ) Day 53.00 385.00 20405.009 Helper fabrication / erection Day 400.00 345.00 138000.0010 Electrician Day 6.00 440.00 2640.00






Total Rs: 1064393.99

14% Rs: 149015.16Add 2 leads

Structural steel angles/ beams / channels



284

Add 1 km lead charges for fabricated parts Rs. 19.00 per tonne 399Unloading charges of fabricated parts Rs 63.30 per tonne 1329.3Total cost for 10.500 tonne Rs: 1215137.45


ROPE DRUM HOIST WITHOUT HOIST BRIDGE FOR BARRAGE GATESIRR-GAW-2-9

electro-magnetic brake system, manual operation assembly, position indicator, control panel,

including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,


DATA: RATE ANALYSIS UNIT : 5.069 tonne wtA. MATERIALS: 50.00 t capacity



2 Cast steel components :Rope drums 2 Nos / Gears kg 1290.00 220.00 283800.00Pinions kg 98.00 210.00 20580.00Pulleys 3 Nos / Couplings 2 Nos kg 650.00 180.00 117000.00Plummer blocks / Hubs kg 250.00 180.00 45000.00

3 Alloy steel componentsShafts / Keys kg 350.00 210.00 73500.00Pins kg 96.00 420.00 40320.00


5 kg 435.00 250.00 108750.006 MS Bolt / Nut / Washer kg 26.00 90.00 2340.007 Worm reducers No. 1.00 224400.00 224400.008 Electric motor 12.5 hp No. 1.00 72600.00 72600.009 Manual operating system No. 1.00 28820.00 28820.0010 Gate position indicator No. 1.00 195800.00 195800.0011 Ele-magnetic brake No. 1.00 35200.00 35200.00











Design, fabrication, supply, erection, testing and commissioning of adequate capacity ropedrum hoist consisting of rope drum, pulleys, gear system, electri c motor,

wire rope etc., with all accessories for operating vertical lift roller gates for barrage

finishing etc., complete with all leads and lifts.




285









Total Rs: 1551806.66

14% Rs: 217252.93Add 2 leadsAdd 1 km lead charges for fabricated parts Rs. 19.00 per tonne 192.622Unloading charges of fabricated parts Rs 63.30 per tonne 641.736Total cost for 5.069 tonne wt Rs: 1769893.95

50.000 t capacity Rs:Rate per tonne wt Rs: 349160.40

Rate per tonne capacity of hoist Rs: 35397.90

SCREW GEAR HOISTS including plat form( UPTO 10 TON CAP)IRR-GAW-2-10

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


1 Structural steelAngles / beams / channels / bars kg 402.00 45.00 18090.00Plates / flats kg 145.00 46.00 6670.00Chequered plate kg 176.00 60.00 10560.00

2 Cast iron components :Hoist body / Lock nut / Main nut kg 55.00 220.00 12100.00

3 Alloy steel componentsHoist stem kg 75.00 210.00 15750.00

4 Bronze alloy components :Thrust bearings kg 4.00 912.00 3648.00

5 MS Bolt / Nut / Washer kg 8.00 90.00 720.00


Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw geartype hoist consisting of supporting structure, platform, ladder etc., with all accessories for


286

6 Oxygen gas cum 18.00 52.00 936.007 Acetyline gas cum 6.00 320.00 1920.008 Welding electrodes Nos 7.00 11.00 77.009 Welding electrodes ( LH ) Nos 66.00 18.00 1188.0010 Grease kg 2.00 260.00 520.0011 Use rate welding holder set Hour 8.00 7.35 58.8012 Use rate gas cutting torch set Hour 11.00 23.67 260.3913 Sundries LS 2.00 41.00 82.00









in Rs. in Rs.1 Crew for Drilling machine Hour 2.00 171.60 343.202 Crew for Grinding machine Hour 2.00 171.60 343.203 Foreman Day 4.00 440.00 1760.004 Marker / Fabricator / Erector Day 5.00 440.00 2200.005 Gas cutter Day 2.00 385.00 770.006 Welder ( General ) Day 1.00 385.00 385.007 Helper fabrication / erection Day 9.00 345.00 3105.008 Electrician Day 0.50 440.00 220.00






Total Rs: 87913.60


3.000 t capacity Rs:Rate per tonne Rs: 115229.50

Rate per tonne capacity Rs: 33455.00

MANUAL OPERATED ROPE DRUM HOISTSIRR-GAW-2-11

brake system, wire rope, ladder etc., with all accessories for operating canal regulatorradial gate including cost of all materials, machinery, labour, welding, finishing, cleaning,

(without painting on sand-blasted or mechanical cleaning surfaces which are added extra


Design, fabrication, supply, erection, testing and commissioning of adequate capacitymanually operated rope drum hoist consisting of hoist platform, rope drum, gear system,

., complete with all leads and lifts


287

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 capacitySl No particulars Unit Quantity Rate Amount

in Rs. in Rs.1 Structural steel

Angles / beams / channels / bars kg 1229.00 45.00 55305.00Plates / flats kg 453.00 46.00 20838.00Chequered plate kg 195.00 60.00 11700.00

2 Cast steel components :Rope drums 2 Nos / Gears kg 384.00 220.00 84480.00Pinions kg 14.00 210.00 2940.00Pulleys 6 Nos kg 108.00 180.00 19440.00Plummer blocks / Couplings kg 47.00 180.00 8460.00



5 kg 42.00 250.00 10500.006 MS Bolt / Nut / Washer kg 64.00 90.00 5760.007 Worm reducers No. 1.00 224400.00 224400.008 Manual operating system No. 1.00 28820.00 28820.009 Brake No. 1.00 35200.00 35200.0010 Wire rope sockets No 2.00 4620.00 9240.0011 Oxygen gas cum 75.00 52.00 3900.0012 Acetyline gas cum 25.00 320.00 8000.0013 Welding electrodes Nos 69.00 11.00 759.0014 Welding electrodes ( LH ) Nos 622.00 18.00 11196.0015 Grease kg 10.00 260.00 2600.0016 Use rate welding holder set Hour 73.00 7.35 536.5517 Use rate gas cutting torch set Hour 42.00 23.67 994.2118 Sundries LS 25.00 41.00 1025.00
















288





Total Rs: 666328.73


10.000 t capacityRate per tonne Rs: 271068.60

Rate per tonne Rs: 76007.60capacity of hoist

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 SystemFabrication, 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 allmaterials, 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)



1 Structural steel angles/ beams / channelskg 445.78 45.00 20060.102 Structural steel plates / flats kg 28.00 46.00 1288.003 Chequered plate kg 144.80 60.00 8688.00

Cast iron Components4 Hoist Body/lock nut/Main Nut etc. Kg 83.00 220.00 18260.00

Bronze Alloy Steel Components5 Thrust Bearings kg 3.00 912.00 2736.006 MS Bolt/Nut/ Washer kg 16.00 90.00 1440.007 Oxygen gas cum 21.00 52.00 1092.008 Acetyline gas cum 7.00 320.00 2240.009 Welding electrodes Nos 200.00 11.00 2200.0010 Welding electrodes (LH) Nos 40.00 18.00 720.0011 Use rate welding holder set Hour 72.00 7.35 529.2012 Use rate gas cutting torch set Hour 36.00 23.67 852.1813 Sundries LS 20.00 41.00 820.00







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


289

3 Drilling machine Hour 8.00 22.50 180.00Fuel / Energy charges Hour 8.00 38.00 304.00

4 Grinding machine Hour 36.00 22.50 810.00Fuel / Energy charges Hour 36.00 38.00 1368.00

5 Lathe machine (Screw Rod M/C) Hour 16.00 300.00 4800.006 Sundries LS 10.00 41.00 410.00



in Rs. in Rs.1 Crew for Drilling machine Hour 8.00 171.60 1372.802 Crew for Grinding machine Hour 36.00 171.60 6177.603 Foreman Day 2.00 440.00 880.004 Marker / Fabricator / Erector Day 10.00 440.00 4400.005 Gas cutter Day 4.00 385.00 1540.006 Welder ( General ) Day 4.00 385.00 1540.007 Mazdoors Day 6.00 295.00 1770.008 Helper fabrication / erection Day 6.00 345.00 2070.00




Total Rs: 94645.96



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 SystemFabrication, 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)

Height of EM parts: 5.4 M Gate Size: 0.99 X 0.875 M



1 Structural steel angles/ beams / channelskg 440.57 45.00 19825.652 Structural steel plates / flats kg 869.00 46.00 39974.003 Stainless Steel Flats kg 25.12 275.00 6908.004 Oxygen gas cum 12.00 52.00 624.005 Acetyline gas cum 4.00 320.00 1280.006 Welding electrodes Nos 210.00 11.00 2310.007 Welding electrodes (Stainless Steel) Nos 30.00 26.00 780.00


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


290

8 Use rate welding holder set Hour 62.00 7.35 455.709 Use rate gas cutting torch set Hour 32.00 23.67 757.4910 Sundries LS 3.00 41.00 123.00














Total Rs: 97401.17



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 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



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


291


1 Structural steel angles/ beams / channelskg 63.72 45.00 2867.402 Structural steel plates / flats kg 96.50 46.00 4439.003 GI Bolts/Nut/Washer kg 20.00 130.00 2600.00

Rubber Seals4 Bottom Seal Rm 0.82 759.00 622.385 Side Seal/ Top Seal Rm 1.75 1155.00 2021.256 Oxygen gas cum 15.00 52.00 780.007 Acetyline gas cum 5.00 320.00 1600.008 Welding electrodes Nos 110.00 11.00 1210.009 Use rate welding holder set Hour 30.00 7.35 220.5010 Use rate gas cutting torch set Hour 12.00 23.67 284.0611 Sundries LS 3.00 41.00 123.00














Total Rs: 28017.23



IRR-GAW-3 SAND BLASTING AND PAINTING AS PER IS:14177-1994

IRR-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, l


292

DATA: RATE ANALYSIS UNIT : 100 sqmA. MATERIALS:


1 Sand (Screened) cum 30.00 606.00 18180.002 Use rate of air hose Hour 8.00 18.63 149.003 Use rate of sand blast gun nozzle Hour 8.00 3.50 28.004 Sundries( Rust inhibitive, seive etc ) LS 5.00 41.00 205.00

Total 18562.00Add 10% towards scaffolding/laddor @ 0.10 1856.20

Total cost of Materials 20418.20B. MACHINERY:


1 Air compressor 7 cmm diesel Hour 8.00 241.30 1930.40Fuel / Energy charges Hour 8.00 767.30 6138.40

2 Sand blasting equipment Hour 8.00 110.10 880.80Fuel / Energy charges Hour 8.00 0.00 0.00

Total hire charges of Machinery 8949.60C. LABOUR:


1 Crew for Air compressor Hour 8.00 182.20 1457.602 Crew for Sand blasting equipment Hour 8.00 189.80 1518.403 mazdoor Day 15.00 295.00 4425.00

Total cost of Labour 7401.00labour component/unit qty 74.00Add contractor's profit and overhead charges 14.00% 10.40labour component/unit qty (including contractor's profit) 84.40



Total Rs: 37871.86

14% Rs: 5302.06Total cost for 100.00 sqm Rs: 43173.92

Rate per sqm Rs: 431.70

IRR-GAW-3-2 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)

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)

DATA: Consider 100 sqm area for painting:Requirement of materials :

Theoretical spreading rate per one Coat of Paint 25 Sqm/HrAssume Losses at 30% of the spreading area (as per field obserations)

Actual Spreading Area 17.50 Sqm/HrTotal time required for 100 Sqm Area 5.71 Hr

Say 6 Hr

abour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.


painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted

cost of all materials, labour, scaffolding etc., complete with all leads and


293



1 inorganic zinc silicate ltr 12.00 689.00 82682 Thinner @ 10% ltr 1.20 140.00 1683 Solventless Coal tar epoxy paint ltr 40.00 271.00 108404 Thinner @ 10% ltr 4.00 140.00 560

5 3.00 41.00 123Total cost of Materials Rs: 19959.00


in Rs. in Rs.1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40

2 Hr 6.00 241.30 1447.803 Fuel Charges of Air Compressor Hr 6.00 767.30 4603.80

Total cost of Machinery Rs: 6780.00C. LABOUR:


1 Crew Charges of Air Compressor Day 6.00 182.20 1093.202 Painter Class-I Day 20.00 440.00 8800.003 Helper Day 20.00 295.00 5900.00



Total Rs: 42532.20D. Add for excise duty 0.00% Rs: 0.00(on 75 percent cost excluding cost of materials) Total Rs: 42532.20E. Add for transportation upto work site @ 3.00% Rs: 1275.97

Total Rs: 43808.17

14% Rs: 6133.14 6133.14Total cost for 100.00 sqm Rs: 49941.31


IRR-GAW-3-3

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

all lifts




Say 6 Hr



1 zinc phosphate primer ltr 28.00 223.00 62442 Thinner @ 10% ltr 2.80 140.00 392

Sundries ( brushes,ladders,platforms etc )

Hire Charges of Air Compressor-7 Cmm (diesel)


painting of Lifting beams,cat walks and other similar structures-painting hoist machinery,

cost of all materials, labour, scaffolding etc., complete with all leads and


294

3 ltr 20.00 196.00 39204 Thinner @ 10% ltr 2.00 140.00 280





Total cost of machinery RS: 6780.00C. LABOUR:






Total Rs: 30752.92



IRR-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 liftsDATA: Consider 100 sqm area for painting:

Requirement of materials :



Say 6 Hr




3 ltr 15.00 196.00 29404 Thinner @ 10% ltr 1.50 140.00 2105 synthetic enamel paint ltr 17.00 240.00 40806 Thinner @ 10% ltr 1.70 140.00 238

alkyd based micaccous iron oxide paint




alkyd based micaccous iron oxide paint


295











Total Rs: 37904.21



IRR-GAW-3-5one 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 andall lifts




Say 6 Hr




3 ltr 26.00 240.00 62404 Thinner @ 10% ltr 2.60 140.00 364



in Rs. in Rs.




HOISTS:machineryCOMPONENTS--painting hoist machinery, on sand blasted surfaces with

aluminium paint or synthetic enamel per coat



296

1 Hire Charges of Airless Spray Gun Hr 6.00 121.40 728.40








Total Rs: 33596.75



IRR-GAW-4 PAINTING WITHOUT SAND BLASTING

IRR-GAW-4-1 E.M Parts OF ALL TYPES OF GATESSurface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and removing

and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and allaccessories with all leads and lifts




Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.mA. MATERIALS:


1 Rust cleaner / inhibitor ltr 13 140 1820.002 Protective Mastic ltr 25 483 12075.003 Thinner @ 10% ltr 2.5 140.00 350.004 Solventless Coal tar epoxy paint ltr 40.00 271.00 10840.005 Thinner @ 10% ltr 4 140.00 560.006 Wire brush Nos 2 41.00 82.007 Sundries LS 3.00 41.00 123.00




2 Hr 6.00 241.30 1447.80



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

(in respect of Heavily rusted (30 to 40% rusted) surfaces)



297

3 Fuel Charges of Air Compressor Hr 6.00 767.30 4603.80Total cost of Machinery 6780.00


in Rs. in Rs.1 Crew Charges of Air Compressor Day 6.00 182.20 1093.202 Painter Class-I Day 20.00 440.00 8800.003 Helper Day 20.00 295.00 5900.00




Total Rs: 49875.90


Rate per sq.meter Rs: 568.60

IRR-GAW-4-3 HOIST BRIDGES ,HOISTING EQUIPMENT AND CRANES,Etc,

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.




Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.m


1 Rust cleaner / inhibitor ltr 13 140 1820.002 Zinc Chromite Red Oxide Primer ltr 28 175 4900.003 Thinner @ 10% ltr 2.8 140.00 392.004 Synthetic enamel Paint ltr 17.00 240.00 4080.005 Thinner @ 10% ltr 1.7 140.00 238.006 Wire brush Nos 2 41.00 82.007 Sundries LS 3.00 41.00 123.00

Total cost of Materials 11635.00




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

A. MATERIALS:


298


Total cost of Machinery 6780.00

C. LABOURSl No Description Unit Quantity Rate Amount


Total cost of Labour 15793.20labour component/unit qty 157.90Add contractor's profit and overhead charges 14.00% 22.10labour component/unit qty (including contractor's profit) 180.00

ABSTRACT:A. Cost of Materials Rs. 11635.00B. Hire charges of Machinery Rs. 6780.00C. Cost of Labour Rs. 15793.20


Total Rs: 35234.45


Rate per sq.meter 401.70

WALK WAYS( CAT WALKS), LIFTING BEAMS,etc,IRR-GAW-4-4




Say 6 Hr

DATA: RATE ANALYSIS UNIT : 100.000 Sq.mA. MATERIALS:


1 Rust cleaner / inhibitor ltr 13 140 1820.002 Zinc rich epoxy primer ltr 14 689 9646.003 Thinner @ 10% ltr 1.4 140.00 196.004 Solvetnless Coal tar epoxy paint ltr 40 271 10840.005 Thinner @ 10% ltr 4 140.00 560.006 Wire brush Nos 2 41 82.007 Sundries LS 3 41 123.00





Total cost of Machinery Rs: 6780.00



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



299






Total Rs: 41916.06


Rate per sq.meter Rs: 477.80


Preliminary and Maintenance Works - Item Unit Rates 2014-15

300

CHAPTER-VI

PRELIMINARY AND MAINTENANCE WORKS - Standard Data

(STORED WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)

For the Year:2014-15Index- codeIRR-PMW PRELIMINARY & MAINTENANCE WORKS - DATA RATES




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 : 15KmInitial lead included in the basic rate in the SR : 1KmAdditional lead charges : Lead charges for 5 km Rs. 84.10

Lead charges for next 10 km Rs. 126Total lead charges for 15 km /cum Rs. 210.10Less 1 km initial lead charges /cumRs. 31.50 (-)Net additional lead charges / cum Rs. 178.60


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 : 15KmInitial lead included in the basic rate in the SR : 1KmAdditional lead charges : Lead charges for 5 km Rs. 84.10

Lead charges for next 10 km Rs. 126Total lead charges for 15 km /cum Rs. 210.10Less 1 km initial lead charges /cumRs. 31.50 (-)Net additional lead charges / cum Rs. 178.60


PMW - Work Items

IRR-PMW-1 JUNGLE CLEARANCE :

IRR-PMW-1-1 Clearing thin jungle growth ( more than 50 percent open space ) including bushes

as directed etc., complete.



2. For concrete, masonry and reinforcement items wherever initial lead of 1km is considered in the basic rate,

4. For earth/rockfill embankments wherever initial lead of 1km is considered in the basic rate, the additional lead

upto 30 cm / parthenium and other weeds including burning or disposing off the same


301



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00




Total cost of Labour Rs: 1070.00labour component/unit qty 1.10Add contractor's profit and overhead charges 14.00%0.20labour component/unit qty (including contractor's profit) 1.30


Total Rs: 1070.00

14.00%Rs: 149.8Total cost for 1000.00 sqm Rs: 1219.80Rate per sqm (A+B+C+D)/1000.0 Rs. 1.20

IRR-PMW-1-2 Clearing thick jungle growth ( less than 50 percent open space ) including bushes

directed etc., complete.



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00





D. Add for contractor's profit and overheads on (A+B+C)

upto 30 cm / parthenium and other weeds including burning or disposing off the same as


302

Add contractor's profit and overhead charges 14.00%0.20labour component/unit qty (including contractor's profit) 1.90


Total Rs: 1660.00

14.00%Rs: 232.4Total cost for 1000.00 sqm Rs: 1892.40Rate per sqm (A+B+C+D)/1000.0 Rs. 1.90

IRR-PMW-1-3 Removing 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 : 18Nos.

A. MATERIALS:Sl No particulars Unit Quantity Rate Amount

in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 682.50

14.00%Rs: 95.55Total cost for 18.00Nos. Rs: 778.05Rate per each (A+B+C+D)/18.0 Rs. 43.20

IRR-PMW-1-4

complete with initial lead upto 50 m and all lifts.DATA:

RATE ANALYSIS UNIT : 8Nos.


in Rs. in Rs.



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.,


303

1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 682.50


IRR-PMW-1-5 Removing stumps, tree roots, roots of bamboo cluster etc., with girth

DATA: RATE ANALYSIS UNIT : 5Nos.


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00







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.


304



IRR-PMW-1-6beyond 5 m.



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 339.53


IRR-PMW-1-7initial lead upto 50 m and all lifts.



in Rs. in Rs.1 NIL 0.00 0.00 0.00




Additional rate for every 0.5 m increase in girth of tree stump / stumps of bamboo cluster


Cutting and stacking bamboos excluding removing stumps and roots etc., complete with


305

in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1660.00


IRR-PMW-1-8

lifts.



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1070.00

14.00%Rs: 149.8Total cost for 100.00Nos Rs: 1219.80Rate per each (A+B+C+D)/100.0 Rs. 12.20


Cutting 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



306

IRR-PMW-1-9removal of stumps and including burning or disposing off the materials as directed with initial lead upto 50 m and all lifts.

DATA: RATE ANALYSIS UNIT : 50Nos


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1070.00

14.00%Rs: 149.8Total cost for 50.00Nos Rs: 1219.80Rate per each (A+B+C+D)/50.0 Rs. 24.40

IRR-PMW-1-10



in Rs. in Rs.1 Use rate of ropes etc LS 0.25 150.00 37.50



in Rs. in Rs.1 NIL 0.00 0.00 0.00



Cutting and removing jauliflora bushes above 1.5 m upto 3.0 m girth excluding


Cutting 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.


307




Total Rs: 1015.00


IRR-PMW-1-11






in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1015.00


IRR-PMW-1-12







308





in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1015.00


IRR-PMW-1-13

DATA: RATE ANALYSIS UNIT : 1No.





in Rs. in Rs.1 NIL 0.00 0.00 0.00





ABSTRACT:




309


Total Rs: 1015.00

14.00%Rs: 142.1Total cost for 1.00No. Rs: 1157.10Rate per each (A+B+C+D)/1.0 Rs. 1157.10

IRR-PMW-1-14






in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1642.50


IRR-PMW-1-15

DATA: RATE ANALYSIS UNIT : 1No







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


310


in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 575.75

14.00%Rs: 80.605Total cost for 1.00No Rs: 656.36Rate per each (A+B+C+D)/1.0 Rs. 656.40

IRR-PMW-1-16

DATA: RATE ANALYSIS UNIT : 1000sqm


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 3910.00

14.00%Rs: 547.4


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



311

Total cost for 1000.00sqm Rs: 4457.40Rate per sqm (A+B+C+D)/1000.0 Rs. 4.50

IRR-PMW-2 PRELIMINARY WORKS :

IRR-PMW-2-1

DATA: RATE ANALYSIS UNIT : 10cum


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1955.00

14.00%Rs: 273.7Total cost for 10.00cum Rs: 2228.70Rate per cum (A+B+C+D)/100.0 Rs. 222.90

IRR-PMW-2-2

upto 3 m.

DATA: RATE ANALYSIS UNIT : 10cum


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00

0.00 0.00 0.00

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 leadupto 10 m and lift upto 3 m.


Earthwork 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


312



in Rs. in Rs.1 work inspector Day 0.50 370.00 185.002 Crowbarman Day 1.00 345.00 345.003 mazdoor Day 7.50 295.00 2212.50



Total Rs: 2742.50


IRR-PMW-2-3stages 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 : 20StagesA. MATERIALS:


1 Sundries ( misc. consumables ) 5.00 41.00 205.000.00 0.00 0.00



in Rs. in Rs.1 Electric resistivity meter Hour 8.00 99.00 792.00

Battery / charging cost etc @ 20% 158.40Total hire charges of Machinery Rs: 950.40


in Rs. in Rs.1 Geophysist / Geologist Day 2.00 735.00 1470.002 Graduate Engineer Day 1.00 735.00 735.003 Lab Assistant Day 1.00 440.00 440.004 mazdoor Day 4.00 295.00 1180.00



Total Rs: 4980.40

14.00%Rs: 697.256Total cost for 20.00Stages Rs: 5677.66Rate per stage (A+B+C+D)/20.0 Rs. 283.90


Conducting geophysical investigation studies by electrical resistivity method in



313

IRR-PMW-2-4upto 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.,

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 : 3.00RmA. MATERIALS:


1 Use rate of casing shoe bit Rm 3.00 116.67 350.002 Use rate of reamer shell Rm 3.00 28.61 85.833 Use rate of extension rod set 16.5 m Rm 3.00 1.75 5.254 Use rate of honne core box Rm 3.00 247.50 742.50



in Rs. in Rs.1 Core drilling machine Hour 1.00 319.00 319.00

Fuel / Energy charges Hour 1.00 255.80 255.802 5 hp pump ( diesel ) 2 Nos. Hour 2.00 10.20 20.40

Fuel / Energy charges Hour 2.00 85.30 170.603 Sundries ( samplers etc ) LS 2.00 41.00 82.00



in Rs. in Rs.1 Crew for Core drilling machine Hour 1.00 244.90 244.902 Crew for Pump Hour 2.00 96.10 192.203 mazdoor Day 2.00 295.00 590.00



Total Rs: 3058.48

14.00%Rs: 428.18724667Total cost for 3.00Rm Rs: 3486.67Rate per Rm (A+B+C+D)/3.0 Rs. 1162.20

IRR-PMW-2-5upto 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 box

Data: RATE ANALYSIS UNIT : 3.00Rm


in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 848.00 2544.002 Use rate of reamer shell Rm 3.00 85.83 257.50

Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined

complete for depth upto 30 m from surface.


Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined

and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.


314

3 Use rate of double tube core barrel Rm 3.00 226.13 678.404 Use rate of extension rod set 16.5 m Rm 3.00 23.32 69.965 Use rate of honne core box Rm 3.00 556.88 1670.63











Total Rs: 15638.69


NOTE: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.

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including

inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour,

surface for Primary and Secondary Holes 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



in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 1203.41 3610.222 Use rate of reamer shell Rm 3.00 51.50 154.504 Use rate of extension rod set 16.5 m Rm 3.00 13.99 41.98






1. For drilling in hard rock beyond 30 m upto 60 m from surface increase the basic

IRR-PMW-2-5-ANew Item 2014-15-5

Masonry/CC (where drilling is not possible by casing shoe) using diamond core bit vertical /

water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m from


315







Total Rs: 10025.1914.00%Rs: 1403.5268516

Total cost for 3.00Rm Rs: 11428.72Rate per Rm (A+B+C+D)/3.0 Rs. 3809.60

NOTE: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.

Drilling 76 mm dia ( NX ) core hole in all types of rocks (other than Hard Rock) including

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

for Test Holes



in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 1203.41 3610.222 Use rate of reamer shell Rm 3.00 51.50 154.503 Use rate of double tube core barrel Rm 3.00 135.68 407.044 Use rate of extension rod set 16.5 m Rm 3.00 13.99 41.985 Use rate of honne core box Rm 3.00 556.88 1670.63








in Rs. in Rs.1 Crew for Core drilling machine Hour 4.78 244.90 1169.642 Crew for Pump Hour 9.55 96.10 917.95


1. For drilling in all types of rocks (other than hard rock) including masonry/CC beyond 30 m

IRR-PMW-2-5-BNew Item 2014-15-6


and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface


316


labour component/unit qty 813.30Add contractor's profit and overhead charges 14.00%113.90labour component/unit qty (including contractor's profit) 927.20


Total Rs: 12104.2314.00%Rs: 1694.5920596



IRR-PMW-2-6 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

Data: RATE ANALYSIS UNIT : 3.00RmA. MATERIALS:


1 Use rate of diamond core bit Rm 3.00 706.67 2120.002 Use rate of reamer shell Rm 3.00 85.83 257.503 Use rate of double tube core barrel Rm 3.00 226.13 678.404 Use rate of extension rod set 16.5 m Rm 3.00 23.32 69.965 Use rate of honne core box Rm 3.00 556.88 1670.63











Total Rs: 15214.69

14.00%Rs: 2130.0559



Drilling 47 mm (BX )dia core hole in hard rock using diamond core bit vertical / inclined

and redrilling in case of collapse of sides etc., complete for depth upto 30 m from surface.



317


NOTE:

Drilling 47 mm (BX )dia core hole in all types of rocks (other than Hard Rock) including

inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour,



in Rs. in Rs.1 Use rate of diamond core bit Rm 3.00 1002.84 3008.512 Use rate of reamer shell Rm 3.00 51.50 154.504 Use rate of extension rod set 16.5 m Rm 3.00 13.99 41.98











Total Rs: 9423.4914.00%Rs: 1319.288441



IRR-PMW-2-7

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 2014-15-7


water charges, and redrilling in case of collapse of sides etc., complete for depth upto 30 m



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 inposition, murum filling etc., complete with lead upto 50 m and all lifts.


318

Data: RATE ANALYSIS UNIT : 18Nos.A. MATERIALS:


1 Rough stone 20x20x75 cm Each 18.00 23.00 414.002 Murrum cum 1.00 107.00 107.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Stone chiseller Cl- I Day 1.00 385.00 385.003 mazdoor Day 3.00 295.00 885.00



Total Rs: 2161.00


IRR-PMW-2-8

Data: RATE ANALYSIS UNIT : 10Nos.A. MATERIALS:


1 Rough stone 20x20x75 cm Each 10.00 23.00 230.002 Cement for CC & top finishing kg 91.00 4.00 364.003 Coarse aggregate 40-20 mm cum 0.25 1145.00 286.25


4 Sand (Un-Screened ) cum 0.25 462.00 115.50Total cost of Materials Rs: 1264.75


in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.


Providing 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.


319

1 work inspector Day 1.00 370.00 370.002 Stone chiseller Cl- I Day 3.00 385.00 1155.003 mazdoor Day 4.00 295.00 1180.00



Total Rs: 3969.75


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 Rs: 4.00

IRR-PMW-2-9

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 data

Data: RATE ANALYSIS UNIT : 1No.A. MATERIALS:


1 Rough stone 20x20x75 cm Each 1.00 23.00 23.002 Cement kg 262.00 4.00 1048.003 Coarse aggregate 40-20 mm cum 0.50 1145.00 572.50


4 Rubble stone at quarry cum 0.25 318.00 79.505 Stone chips at quarry cum 0.04 340.00 13.606 Sand (Un-Screened ) cum 0.60 462.00 277.20



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Stone chiseller Cl- I Day 0.50 385.00 192.503 Mason Cl- II Day 1.00 345.00 345.004 mazdoor Day 5.00 295.00 1475.00



Total Rs: 4934.30


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

on top surface, excavation, finishing, curing etc., complete with lead upto 50 m and all lifts.


320

14.00%Rs: 690.802Total cost for 1.00No. Rs: 5625.10Rate per each (A+B+C+D)/1.0 Rs. 5625.10

IRR-PMW-3 MAINTENANCE WORKS :

IRR-PMW-3-1

Data: RATE ANALYSIS UNIT : 105cumA. MATERIALS:


1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 16600.00

14.00%Rs: 2324Total cost for 105.00cum Rs: 18924.00Rate per cum (A+B+C+D)/105.0 Rs. 180.20

IRR-PMW-3-2 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

lead upto 50 m and all lifts.

Data: RATE ANALYSIS UNIT : 100sqmA. MATERIALS:


1 Sand (Un-Screened ) ( from quarry) cum 15.30 462.00 7068.602 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 0.00


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.


stones to specified slopes, wedging with chips, finishing etc. complete with initial


321

6 Through stones ( available ) Nos 44.00 0.00 0.00Total cost of Materials Rs: 7068.60


in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 18898.60

14.00%Rs: 2645.804Total cost for 100.00sqm Rs: 21544.40Rate per sqm (A+B+C+D)/100.0 Rs. 215.40

IRR-PMW-3-3

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.



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 0.005 Sand (Un-Screened) ( fresh from quarry ) cum 9.80 462.00 4527.60



in Rs. in Rs.1 NIL 0.00 0.00 0.00






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


322

Add contractor's profit and overhead charges 14.00%23.70labour component/unit qty (including contractor's profit) 193.20


Total Rs: 21472.60


IRR-PMW-3-4 Removing and resetting disturbed Yarguntla / Shahabad / Talikot / PCC / Other types

lead upto 50 m and all lifts.



1 Cement 43 Gr kg 101.00 4.00 404.002 Sand (Screened ) cum 0.21 606.00 127.26



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 work inspector Day 1.00 370.00 370.002 Mason Class I Day 4.00 385.00 1540.003 mazdoor Day 6.00 295.00 1770.004 Cartman with Double Bullock cart for water Day 1.00 395.00 395.00



Total Rs: 4606.26


IRR-PMW-3-5 Removing and resetting disturbed dry rubble / khandki stone pitching 25 to 45 cm



1 NIL 0.00 0.00 0.00


of slab lining set in CM 1 : 3 including flush cement mortar pointing in CM 1 : 3 with


thick including packing, wedging, finishing etc., complete with all leads and lifts.


323



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 4210.00


IRR-PMW-3-6 Removing and refixing disturbed chainage / demarcation / hectometre / guard stones



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 960.00


including excavation, back filling etc., complete with all leads and lifts.


324


IRR-PMW-3-7excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 960.00


IRR-PMW-3-8

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

by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.



1 NIL 0.00 0.00 0.000.00 0.00 0.00






Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including

7.5 cm including watering, ramming etc complete with all leads and lifts.


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

layer to density control of not less than 98 percent or as stipulated by rolling or


325


3 Tippers 5.00 cum capacity 4 Nos. Hour 32.00 446.70 14294.40Fuel / Energy charges Hour 32.00 322.20 10310.40

4 Pump 5 hp ( diesel ) Hour 2.00 10.20 20.40Fuel / Energy charges Hour 2.00 85.30 170.60


6 Vibratory pad foot roller 8 tonne Hour 6.00 1342.20 8053.20Fuel / Energy charges Hour 6.00 1108.30 6649.80






Total Rs: 78142.90


IRR-PMW-3-9 Providing pervious/semi-pervious casing for breached / damaged portion of

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



1 NIL 0.00 0.00 0.000.00 0.00 0.00








embankment with soil from approved borrow areas in layers of 10 to 15 cm before

or by using mechanical tampers etc., complete with initial lead upto 1 km and all lifts.


326


Fuel / Energy charges Hour 3.00 322.20 966.606 Vibratory pad foot roller 8 tonne Hour 4.00 1342.20 5368.80







Total Rs: 60528.20


IRR-PMW-3-10

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

mechanical tampers etc., complete with initial lead upto 1 km and all lifts.



1 NIL 0.00 0.00 0.000.00 0.00 0.00











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

layer to density control of not less than 98 percent or as stipulated by rolling or by using


327






Total Rs: 90522.25


IRR-PMW-3-11

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



1 NIL 0.00 0.00 0.000.00 0.00 0.00













Providing 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

layer to density control of not less than 98 percent or as stipulated by rolling or by usingmechanical tampers etc., complete with initial lead upto 1 km and all lifts.


328




Total Rs: 74144.65


IRR-PMW-3-12

all leads and lifts.



1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 2730.00



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



329

IRR-PMW-3-13 Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushingincluding chiselling and removing leached lime deposit and disposing off all the waste material

DATA: RATE ANALYSIS UNIT : 100RmA. MATERIALS:


1 Wire brush Each 5.00 41.00 205.002 Coir brush Each 10.00 45.00 450.003 Sundries ( brooms, gloves etc ) LS 2.00 41.00 82.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.1 Chiseller Cl II Day 2.00 345.00 690.002 mazdoor Day 6.00 295.00 1770.00



Total Rs: 3197.00


IRR-PMW-3-14 Cleaning dam parapet inner face and top using oxalic acid and water by scrubbing /

DATA: RATE ANALYSIS UNIT : 100RmA. MATERIALS:


1 Oxalic acid ltr 5.00 76.00 380.002 Wire brush Each 5.00 41.00 205.003 Coir brush Each 10.00 45.00 450.004 Sundries ( brooms, gloves etc ) LS 2.00 41.00 82.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00



in Rs. in Rs.

out side adits in specified location etc., complete with all leads and lifts.


brushing and washing to remove all surface coatings etc., complete .


330


labour component/unit qty 17.70Add contractor's profit and overhead charges 14.00%2.50labour component/unit qty (including contractor's profit) 20.20


Total Rs: 2887.00


IRR-PMW-3-20including disposing off the same in spoil bank or on the canal embankment in layers as

DATA: RATE ANALYSIS UNIT : 10cumA. MATERIALS:


1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1180.00


IRR-PMW-3-21including disposing off the same in spoil bank or on the canal embankment in layers as

DATA: RATE ANALYSIS UNIT : 12cumA. MATERIALS:



Excavation and removal of silt and silt mixed with sand from canal bed in dry condition

directed etc., complete with initial lead upto 50 m and all lifts.


Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed

directed etc., complete with initial lead upto 50 m and all lifts.


331

1 NIL 0.00 0.00 0.000.00 0.00 0.00



in Rs. in Rs.1 NIL 0.00 0.00 0.00






Total Rs: 1770.00


IRR-PMW-3-22

(For Minor Works) 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.

RATE ANALYSISA. MATERIALS: Unit: 807.00cum


1 NIL 0.00 0.000.000.00 0.000.00



1 Angle dozer 90 hp Hour 2.70 1715.504631.85Fuel / Energy charges Hour 2.70 656.001771.20

2 Shovel 0.85 cum capacity Hour 8.00 1706.6013652.80Fuel / Energy charges Hour 8.00 937.807502.40

3 Tippers 5.00 cum capacity 5 Nos. Hour 40.00 446.7017868.00Fuel / Energy charges Hour 40.00 322.2012888.00Total hire charges of Machinery Rs: 58314.25


in Rs. in Rs1 Crew for Dozer Hour 2.70 204.10551.072 Crew for Shovel Hour 8.00 204.101632.803 Crew for Tipper Hour 40.00 153.106124.004 work inspector Day 1.00 370.00370.005 mazdoor Day 2.00 295.00590.00

Total cost of Labour Rs: 9267.87labour component/unit qty 11.50Add contractor's profit and overhead charges 14%1.60labour component/unit qty (including contractor's profit) 13.10


Providing homogeneous embankment using soil from approved borrow New Item5 - 2010-11 area in layers of 25 to 30 cm before compaction including cost of all


332


14% Rs. 9461.5Total cost for 807.00cum Rs: 77043.62

Rate per cum (A+B+C+D)/807 Rs: 95.50

IRR-PMW-3-23

(For Minor Works) materials, machinery, labour, all operations such as watering, compacting

8T roller etc., complete with initial lead upto 1 km and all lifts.

RATE ANALYSISA. MATERIALS: UNIT : 807.00cum


1 NIL 0.00 0.000.000.00 0.000.00



1 Angle dozer 90 hp Hour 2.70 1715.504631.85Fuel / Energy charges Hour 2.70 656.001771.20

2 Pump 5 hp ( ele ) Hour 4.00 3.0012.00Fuel / Energy charges Hour 4.00 38.00152.00

3 Water tanker 8000 ltr Hour 8.00 402.503220.00Fuel / Energy charges Hour 8.00 322.202577.60

4 Vibratory pad foot roller 8 tonne Hour 6.40 1342.208590.08Fuel / Energy charges Hour 6.40 1108.307093.12

5 Sundries LS 2.00 41.0082.00Total hire charges of Machinery Rs: 28129.85


in Rs. in Rs1 Crew for Dozer Hour 2.70 204.10551.074 Crew for Pump Hour 4.00 72.10288.405 Crew for Water tanker Hour 8.00 153.101224.806 Crew for Roller Hour 6.40 227.801457.927 work inspector Day 1.00 370.00370.008 mazdoor Day 2.00 295.00590.00



14% Rs. 4565.69

807.00cum Rs: 37177.73Rate per cum (A+B+C+D)/807 Rs: 46.10

IRR-PMW-3-24

materials, machinery, labour, all operations such as compacting


Providing homogeneous embankment using soil from approved borrow New Item6 - 2010-11 area in layers of 25 to 30 cm before compaction including cost of all

to density control of not less than 95 percent or as stipulated using

D.Add for contractor's profit and overheads on (A+B+C)Total cost for

Providing homogeneous embankment using soil from approved borrow New Item 7 - 2010-11 area in layers of 25 to 30 cm before compaction including cost of all

to density control of not less than 90 percent or as stipulated using


333

RATE ANALYSISA. MATERIALS: UNIT : 807.00cum


1 NIL 0.00 0.000.000.00 0.000.00



1 Tractor with 2T Roller Hour 10.00 345.003450.002 Sundries LS 2.00 41.0082.00



in Rs. in Rs1 work inspector Day 0.50 370.00185.002 mazdoor Day 2.00 295.00590.00


A. Cost of Materials Rs: 0.00B. Hire charges of Machinery Rs: 3532.00C. Cost of Labour Rs: 775.00Total Rs: 4307.00

14% Rs. 602.98Total cost for 807.00cum Rs: 4909.98Rate per cum (A+B+C+D)/807 Rs: 6.10

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 thick

RATE ANALYSISUnit : 2000Sqm

A. MATERIALS

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.1 NIL 0 0 0


B. MACHINERY

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.1 NIL 0 0 0

Total hire charges of Machinery Rs. 0.00

C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Work Inspector Day 3.5 370.00 12952 Mazdoor Day 28 295.00 8260

Total Cost of Labour Rs. 9555.00

ABSTRACT:A.COST OF MATERIALS Rs. 0.00B.COST OF MACHINERY Rs. 0.00C.COST OF LABOUR Rs. 9555.00

2T roller etc., complete with initial lead upto 1 km and all lifts.

ABSTRACT:



334

Total 9555.00D. Add for Contractor's Profit and overheads 14% 1337.7Total Cost for removal weed in the extent of 2000Sqm 10892.70Rate per Sqm (A+B+C+D)/2000 5.4

IRR-PMW-3-25(b) Removal of Water Hyacinth beyond 30 cm thick


A. MATERIALS



B. MACHINERY



C. LABOUR

Sl. No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Work Inspector Day 5 370.00 18502 Mazdoor Day 38 295.00 11210




IRR-PMW-3-25(c) Clearing Alchi Tilla


A. MATERIALS



B. MACHINERY



C. LABOUR




Total 8780.00D. Add for Contractor's Profit and overheads 14% 1229.2


335

Total Cost for removal weed in the extent of 2000Sqm 10009.20Rate per Sqm (A+B+C+D)/2000 5

IRR-PMW-3-25(d) Removal of Jammu


A. MATERIALS



B. MACHINERY



C. LABOUR





IRR-PMW-3-25(e) Removal of Imponea, Cornea


A. MATERIALS



B. MACHINERY



C. LABOUR




Total 8780.00D. Add for Contractor's Profit and overheads 14% 1229.2Total Cost for removal weed in the extent of 2000Sqm 10009.20Rate per Sqm (A+B+C+D)/2000 5


336

IRR-PMW-3-25(f) Removal of Natchu, goobi, thooti, etc.


A. MATERIALS



B. MACHINERY



C. LABOUR





PAINTING OF SLUICES FOR MAINTENANCE WORKSSurface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners

Coal tar epoxy with material, labour, and all accessories with all leads and lifts.

Data: Rate Analysis Unit: 100SqmA. Materials

Sl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.1 Rust Cleaner/ Inhibitor ltr 13 140.00 18202 Zinc rich epoxy primer ltr 14 689.00 96463 Thinner@10% ltr 1.4 140.00 1964 Coal Tar epoxy paint ltr 40 215 86005 Thinner@10% ltr 4 140.00 5606 Wire Brush ltr 2 41 82

7 LS 3 41 123Total Cost of Materials 21027

B. MachinerySl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

NILTotal Cost of Machinery 0

C. LabourSl. No. Particulars Unit Quantity Rate in Rs. Amount in Rs.

1 Painter Class-II Day 20 345.00 69002 Helper Day 20 295.00 5900

Total Cost of Machinery 12800Labour Component/ Unit Qty. 128Add Contractor's Profit and and Overhead Charges @ 14% 17.92

IRR-PMW-3-26New Item 2014-15-8

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

Sundries (brushes, Ladders, platforms)


337

Labour Component/ Unit Qty (including contractor' profit) 145.92

ABSTRACT:A. Cost of Materials: 21027B. Hire Charges of Machinery 0C. Cost of Labour 12800

Total 33827D. Add for Excise Duty on 75% cost excluding cost of materials) 0% 0

Total 33827E. Add for transportation Charges upto worksite @ 3% 1014.81

Total 34841.81F. Add for Contractor's Profit and Overhead Charges @ 14% 14% 4877.8534

Total Cost per 100Sqm 39719.6634Rate per Sqm 397.2

Manual works - 2014-15

338

(Common to all Departments)Index_code

COM_MWRK A. Manual Works New extra items-- common item for all earth works using only manual labour for all other works without involving contractors

COM_MWRK-1foundations of canal cross drainage and other appurtenant structuresand placing excavated stuff neatly in specified dump area or disposing

per cum 98.30initial lift upto 1.5 m. (WIthout involving the contractors for specified works )With 3 Cum per day output


per cum 118.00initial lift upto 1.5 m. (WIthout involving the contractors for specified works )With 2.5 Cum per day output


per cum 221.80initial lift upto 1.5 m. (WIthout involving the contractors for specified works )Soft rock 1.33 Cum/Day


per cum 440.30initial lift upto 1.5 m. (WIthout involving the contractors for specified works )Hard rock 0.67Cum/ day

(Manual)Excavation in all kinds of soil including boulders upto 0.30 m dia. for

off the same as directed etc., complete with initial lead upto 10 m and

(Manual)Excavation in all kinds of soil/ HDR including boulders upto 0.30 m dia. for


(Manual)Excavation in soft rock (including F&F) without blasting, including boulders upto 0.30 m dia. for


(Manual)Excavation in hard rock, including boulders upto 0.30 m dia. for


COM-LDLFT-2014-15

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COM-LDLFT Chapter VII

LEAD/LIFT/LOADING & UNLOADING CHARGES(WLL BE WITH E-N-C & TO INCORPORATE CHANGES YEARLY/ AS NEEDED)


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 beadopted irrespective of mode of conveyance.2. For total lead exceeding 150 m conveyance by mechanical means only shall be adoptedirrespective 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 Stonesare 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 tofinal 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 ofexcavated materials beyond initial lead of 50 m wherever specified.9. Loading and unloading charges are not payable for conveyance by mechanical means fordisposal 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 14%

FOR THE YEAR: 2013-14COM-LDLFT-1 A. (Lead) Conveyance Charges for materials by head load

Sl No.

1 2 3 4 5

1 initial lead initial lead initial lead2 Total lead upto 100 m 48.00 28.00 61.103 Total lead upto 150 m 96.10 56.10 122.30

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.

COM-LDLFT-2 B.( 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: 2013-14( No loading and unloading charges allowed for machinery loading and unloading )

Sl No. Distance

1 2 3 4 5 6 7 81 Lead upto 1 km 31.50 30.40 19.00 44.70 18.80 50.702 Lead upto 2 km 44.10 42.60 26.60 62.60 26.30 71.003 Lead upto 3 km 58.90 58.90 36.80 86.60 35.00 94.604 Lead upto 4 km 71.50 71.50 44.70 105.10 42.50 114.905 Lead upto 5 km 84.10 84.10 52.60 123.70 50.00 135.20

6 12.60 12.60 7.90 18.50 7.50 20.307 for Every km beyond 30 km 10.50 10.50 6.60 15.50 6.30 62.60

Note: The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges

Total distance ( Total lead includes initial lead )

Earth / Sand /Gravel / Murrum/ Lime/ Surki/ Size stone / Cut stone Rubble / Coarse aggregate Rs/ Cum

Cement / Reinforce-ment steel Str steel Rs / tonne

PCC slab/ Shahbad slab / CC block/ BS slab/ Late-rite / Wood Rs / cum

Total lead upto 50 m (covered by item rate)

3. The Lead Charges are inclusive of 14% Contractor Profit and Overhead charges


tippers for Earth / Sand /Gravel / Murrum/ Lime/

Surki/ per cu.meter

(Lead) charges for trucks and tippers for

Rubble/Size stones/ Cut

Stones/ Coarse

aggregate per cu.meter

(Lead) charges for trucks and tippers for Cement/ Steel/ RCC

poles/ AC & GI sheets/ Packed materials/tonne


tippers per cu.meter for PCC slabs/ Shahabad

slabs/ CC & Laterite blocks/

Wood/ cum

(Lead) charges for

per cu.meter for water/ 1000 litres

(Lead) charges

for trucks per 1000 Nos. of Bricks

for Every km beyond 5 km upto 30 km

COM-LDLFT-2014-15

340

COM-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)

Sl No. Description of item cement in Rs/tonne



COM-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

Sl No. Description of item cement in Rs/tonne



E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)

COM-LDLFT-5 Sl No. Description of item

1 2 3 41 Loading 52.50 105.002 Unloading 15.90 15.90


F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD

COM-LDLFT-6 Sl No.

1 2 3 4 5

1 Initial lift Initial lift Initial lift2 For Every 1.00 Lift beyond 5.60 4.10 7.50

initial lift of 3 meters

DETAILED DATA

LEAD / LIFT / LOADING & UNLOADING CHARGES - DATA RATES


I. GENERAL DATA FOR LEAD / LIFT / LOADING & UNLOADING:A . DATA FOR LEAD CHARGES BY HEAD LOAD :

For the purpose of working out conveyance charges by head load the category of materials asclassified 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 comperatively lighter and generally conveyed by head loadby light / heavy mazdoor are included. Method of conveyance, approximate weight per loadand time required to cover specified additional distance will be generally sameTherefore 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 loadcompared to the materials under Category above and which can not be split into smallquantities for the purpose of conveyance are included. The unit of measurement for thesematerials 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 perload compared to materials under Category above are included.

COM-DTL-LDLFT-1 A. (Lead) Conveyance Charges for materials by head loadCATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki / Coarse aggregate / Rubble stone / Size stone / Cut stoneLead: 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 mAverage speed of conveyance by head load 60 m / minuteRound trip cycle time for 25 m considering 50 min/ hr working

Earth / Sand /Gravel

Murrum/ / Surki/

Rs / cum

Rubble/ size stone/ cut

stone/ Coarse

aggregate,Lime in

Rs/cum

steel in Rs./tonne

brick work Rs/1000

No


Murrum/ / Surki/

Rs / cum


stone/ Coarse

aggregate,Lime in

Rs/cum

steel in Rs./tonne

brick work Rs/1000

No


Murrum/ / Surki/

Rs / cum


stone/ Coarse

aggregate,Lime in

Rs/cum

Total lift( Total lift includes initial lift )


Murrum/ Lime/ Surki/

Size stone / Cut stone

Rubble / CoarseaggregateRs / cum

Cement /Reinforce-ment steelStr steel

Rs / tonne

PCC slab/Shahbadslab / CCblock/ BS

slab / Laterite/ Wood

Rs / cum

Total lift upto 3 m (covered by item rate)

COM-LDLFT-2014-15

341

( 2 x 25 x 60 / 50 / 60 ) 1 minNo. of trips per day for additional lead ( 8 x 60 / 1 ) 480Quantity of material by head load per load 0.015 cumQuantity of material by head load per day ( 480 x 0.015 ) say 7 cumDeploy one mazdoor for every 50 m additional lead beyond initial lead.

Unit: 7 cum

Sl No. Description Unit Quantity Amount in Rs.1 Mazdoor Day 1 295 295

Total Rs: 295

14% 41.3

Total for materials under this Category for 7 cum Rs: 336.3Rate per cum Rs: 48.00

Lead: Upto 150 m :Average distance to be covered beyond initial of 50 m : 50 mDeploy two mazdoors for conveyance beyond initial lead.

Unit: 7 cum

Sl No. Description Unit Quantity Amount in Rs.1 Mazdoor Day 2 295 590

Total Rs: 590

14% 82.6

Total for materials under this Category for 7 cum Rs: 672.6Rate per cum Rs: 96.10

CATEGORY : Cement in bag / Reinforcement steel / Structural steel sectionsLead: 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 mAverage speed of conveyance by head load 30 m / minuteRound trip cycle time for 25 m considering 50 min/ hr working( 2 x 25 x 60 / 50 / 30 ) 2 minNo. of trips per day for lead upto 100 m ( 8 x 60 / 2 ) 240Quantity of material by head load per load 50 kgQuantity of material by head load per day ( 240 x 50 / 1000 ) 12 tonneDeploy one mazdoor for every 50 m additional lead beyond initial lead.

Unit: 12 tonneSl No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Day 1 295 295Total Rs: 295

14% 41.3

Total for materials under this Category for 12.00 tonne Rs: 336.3Rate per tonne Rs: 28.00


Unit: 12 tonneSl No. Description Unit Quantity Rate in Rs. Amount in Rs.

1 Day 2 295 590Total Rs: 590

14% 82.6

Total for materials under this Category for 12.00 tonne Rs: 672.6Rate per tonne Rs: 56.10

CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

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 mAverage speed of conveyance by head load 40 m / minuteRound trip cycle time for 25 m considering 50 min/ hr working( 2 x 25 x 60 / 50 / 40 ) 1.5 minNo. of trips per day for lead upto 100 m ( 8 x 60 / 1.5 ) 320Quantity of material by head load per load 0.017 cumQuantity of material by head load per day ( 320 x 0.017 ) say 5.5 cumDeploy one mazdoor for every 50 m additional lead beyond initial lead.

Unit: 5.5 cumSl No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Mazdoor Day 1 295 295

Total Rs: 295

14% 41.3

Total for materials under this Category for 5.5 cum Rs: 336.3

Ratein Rs.

Contractor's profit and overhead charges

Ratein Rs.


Cement /steel handling mazdoor


Cement /steel handling Mazdoor



COM-LDLFT-2014-15

342

Rate per cum Rs: 61.10


Unit: 5.5 cumSl No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Mazdoor Day 2 295 590

Total Rs: 590

14% 82.6

Total for materials under this Category for 5.5 cum Rs: 672.6Rate per cum Rs: 122.30

COM-DTL-LDLFT-2 B.( Lead) Conveyance charges for machinery per kilometer for transporting materials by tippers and trucksexcluding loading, unloading and idle hire charges of machinery.

CATEGORY : Earth / Sand / Gravel / Murrum / Lime / Surki /

For total lead upto 1 km Unit: 5 cumSl No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Tipper hire charges Hour 0.15 446.70 67.01

Fuel charges Hour 0.15 322.20 48.332 Crew charges Hour 0.15 153.10 22.97

Total Rs: 138.31

14% 19.36Total for 5 cum Rs: 157.67Rate per cum 31.50

For total lead more than 1 km upto 2 km Unit: 5 cumSl No. Description Unit Quantity Rate in Rs. Amount in Rs.1 Tipper hire charges Hour 0.21 446.70 93.81


Total Rs: 193.62


For total lead more than 2 km upto 3 km Unit: 5 cum

Sl No. Description Unit Quantity Rate in Rs.1 Tipper hire charges Hour 0.28 446.70 125.08


Total Rs: 258.17



Sl No. Description Unit Quantity1 Tipper hire charges Hour 0.34 446.70 151.88


Total Rs: 313.48





Total Rs: 368.80


For lead beyond 5 km upto 30 km for every km Unit: 5 cum



Total Rs: 55.32


For lead beyond 30 km for every km Unit: 5 cum




Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


COM-LDLFT-2014-15

343



Total Rs: 46.11


CATEGORY : Coarse aggregate / Rubble stone / Size stone / Cut stone

For total lead upto 1 km Unit: 5 cum

Sl No. Description Unit Quantity1 Truck hire charges Hour 0.15 414.10 62.12


Total Rs: 133.42





Total Rs: 186.77





Total Rs: 258.17





Total Rs: 313.48





Total Rs: 0.00 368.80


For lead beyond 5 km upto 30 km for every km Unit: 5 cum



Total Rs: 55.32


For lead beyond 30 km for every km Unit: 5 cum



Total Rs: 46.11

Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.

COM-LDLFT-2014-15

344


CATEGORY : Cement/ Steel/ Pipes/ RCC poles/ AC & GI sheets/ Packed materials

For total lead upto 1 km Unit: 8 tonne



Total Rs: 133.42

14% 18.68Total for 8 tonne Rs: 152.10Rate per tonne 19.00

For total lead more than 1 km upto 2 km Unit: 8 tonne



Total Rs: 186.77





Total Rs: 258.17





Total Rs: 313.48





Total Rs: 368.80


For lead beyond 5 km upto 30 km for every km Unit: 8 tonne



Total Rs: 55.32


For lead beyond 30 km for every km Unit: 8 tonne



Total Rs: 46.11


CATEGORY : PCC slabs/ Shahabad slabs/ BS slabs/ CC & Laterite blocks/ Wood


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


COM-LDLFT-2014-15

345

For total lead upto 1 km Unit: 3.4 cum



Total Rs: 133.42

14% 18.68Total for 3.4 cum Rs: 152.10Rate per cum 44.70

For total lead more than 1 km upto 2 km Unit: 3.4 cum



Total Rs: 186.77





Total Rs: 258.17





Total Rs: 313.48





Total Rs: 368.80


For lead beyond 5 km upto 30 km for every km Unit: 3.4 cum



Total Rs: 55.32


For lead beyond 30 km for every km Unit: 3.4 cum



Total Rs: 46.11


CATEGORY : water

For total lead upto 1 km Unit: 8000 litres

Sl No. Description Unit Quantity1 Water tanker hire charges Hour 0.15 402.50 60.38

Fuel charges Hour 0.15 322.20 48.33

Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.

COM-LDLFT-2014-15

346

2 Crew charges Hour 0.15 153.10 22.97Total Rs: 131.68

14% 18.44Total for 8000 litres Rs: 150.12Rate per 1000 litres 18.80

For total lead more than 1 km upto 2 km Unit: 8000 litres



Total Rs: 184.34





Total Rs: 245.79





Total Rs: 298.45





Total Rs: 351.12


For lead beyond 5 km upto 30 km for every km Unit: 8000 litres



Total Rs: 52.67


For lead beyond 30 km for every km Unit: 8000 litres



Total Rs: 43.90


CATEGORY : Bricks (as adopted by R&B(Buildings))

For total lead upto 1 km Unit: 3000 bricks

Sl No. Description Unit Quantity1 Truck 10 T charges Hour 0.15 414.10 62.12


Total Rs: 133.42

14% 18.68Total for 3000 bricks Rs: 152.10Rate per 1000 bricks 50.70


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


COM-LDLFT-2014-15

347

For total lead more than 1 km upto 2 km Unit: 3000 bricks



Total Rs: 186.77





Total Rs: 249.04





Total Rs: 302.39





Total Rs: 355.76


For lead beyond 5 km upto 30 km for every km Unit: 3000 bricks



Total Rs: 53.37


For lead beyond 30 km for every km Unit: 3000 bricks



Total Rs: 44.48

14% 6.23Total for 3000 bricks Rs: 50.71Rate per 1000 litres 16.90

COM-DTL-LDLFT-3 C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (idle hire charges of trucks are not added)MORD -data

1 Loading of Lime, Aggregate, Stone Boulder,a) Loading Brick Aggregate, Kankar, Building Rubbish, Unit Quantity Rate Rs. Amount Rs.

Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 mUnit = cumTaking output = 5.5 cum LabourHead Mazdoor day 0.02 345.00 6.90Mazdoor day 0.5 295 147.50

Total in Rs. 154.40

14% 21.62Rate per cum = Rs. 32.00

Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


Ratein Rs.

Amountin Rs.


contractor's profit and overhead charges

COM-LDLFT-2014-15

348

b) Unloading 50% of the loading charges i.e., 16.00

2 Loading of Earth, Sand, Moorum, Manure, Flyash Unit Quantity Rate Rs.a) Loading by manual means including a lead upto 30 m

Unit = cumTaking output = 5.5 cum LabourHead Mazdoor day 0.01 345.00 3.45Mazdoor day 0.25 295 73.75

Total in Rs. 77.20

14% 10.81Rate per cum = Rs. 16.00


3 Unit Quantity Rate Rs. Amount Rs.a) Loading including a lead upto 30 m

Unit = 1000 Nos.Taking output = 2000 Nosa) LabourHead Mazdoor day 0.01 345.00 3.45Mazdoor day 0.25 295 73.75Cost for 2000 Nos. = 77.20

14% 10.81Rate per cum = Rs. 44.00

44.00


Unit = 1 tTaking output = 10 ta) LabourHead mazdoor day 0.06 345.00 20.70Mazdoor day 1.5 295 442.50Cost for 10 t = 463.20

14% 64.85Rate per 1 tonne = Rs. 52.80

52.80


Unit = 1 tTaking output = 10 ta) Labourhead Mazdoor day 0.07 345.00 24.15Mazdoor day 1.8 295 531.00Cost for 10 t = 555.15

14% 77.72Rate per 1 tonne = Rs. 63.30

63.30

6 Unit Quantity Rate Rs. Amount Rs.a) Loading

Unit = 1000 Nos.Taking output = 2000 Nos.a) Labourhead Mazdoor day 0.01 345.00 3.45Mazdoor day 0.25 295.00 73.75Cost for 2000 Nos. = 77.20

14% 10.81Rate per 1000 Nos. = Rs. 44.00

44.00

COM-DTL-LDLFT-4 D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS (including idle hire charges of trucks )

1 Loading of Lime, Aggregate, Stone Boulder,a) Loading Brick Aggregate, Kankar, Building Rubbish,

Building Rubbish, Crushed Slag, Stone for Masonry Unit Quantity Rate Rs. Amount Rs.Work by manual means including a lead upto 30 mUnit = cumTaking output = 5.5 cuma) Labour

Amount Rs.


Loading of Bricks by manual means


b) Unloading + stacking

100% of loading charges i.e., Rs.

Loading of Cement by manual means



100% of loading charges I.e., Rs.

Loading of Structural Steel, Steel Bars by manual means



100% of loading charges I.e., Rs.Loading of Bricks - 1000 Nos (Regular sizes - 225x140x70 mm) by manual means including a lead upto 30 m



100% of loading charges I.e., Rs.

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349

Head Mazdoor day 0.02 345.00 6.90Mazdoor day 0.5 295 147.50b) MachineryTruck 10t hour 0.5 889.40 444.70Cost for 5.5 cum = 599.10

14% 83.87Rate per cum = Rs. 124.20


2 Loading of Earth, Sand, Moorum, Manure, Flyash Unit Quantity Rate Rs. Amount Rs.a) Loading by manual means including a lead upto 30 m

Unit = cumTaking output = 5.5 cum LabourHead Mazdoor day 0.01 345.00 3.45Mazdoor day 0.25 295 73.75b) MachineryTruck 10t hour 0.5 889.40 444.70Cost for 5.5 cum = 521.90

14% 73.07Rate per cum = Rs. 108.20

b) Unloading Unloading of Earth, Sand, Moorum, Manure, Flyash Unit Quantity Rate Rs. Amount Rs. by manual means including a lead upto 30 mUnit = cumTaking output = 5.5 cuma) LabourMate day 0.005 345.00 1.73Mazdoor(unskilled) day 0.125 295 36.88b) MachineryTruck 10t hour 0.166 889.40 147.64Cost for 5.5 cum = 186.25

14% 26.08Rate per cum = Rs. 38.60

3 Unit Quantity Rate Rs. Totala) Loading including a lead upto 30 m

Unit = 1000 Nos.Taking output = 2000 Nosa) LabourMate day 0.01 345.00 3.45Mazdoor(unskilled) day 0.25 295 73.75b) MachineryTruck 10t hour 0.33 889.40 293.50Cost for 2000 Nos. = 370.70

14% 51.90Rate per 1000 bricks = Rs. 211.30

211.30


Unit = 1 tTaking output = 10 ta) LabourMate day 0.06 345.00 20.70Mazdoor(unskilled) day 1.5 295 442.50b) MachineryTruck 10t hour 1 889.40 889.40Cost for 10 t = 1352.60

14% 189.36Rate per 1 tonne = Rs. 154.20

154.20


Unit = 1 tTaking output = 10 ta) LabourMate day 0.07 345.00 24.15Mazdoor(unskilled) day 1.8 295 531.00b) MachineryTruck 10t hour 1 889.40 889.40Cost for 10 t = 1444.55

14% 202.24Rate per 1 tonne = Rs. 164.70




Loading of Bricks by manual means




Loading of Cement by manual means




Loading of Structural Steel, Steel Bars by manual means


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350

164.70

COM-DTL-LDLFT-5 E. LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS (including idle hire charges of trucks)

COM-DTL-LDLFT-5-A 1 Loading of Lime, Aggregate, Stone Boulder, a) Loading Brick Aggregate, Kankar, Building Rubbish,

Crushed Slag, Stone for Masonry work by mechanical means including a lead upto 30 m Unit Quantity Rate Rs. TotalPlacing tipper at loading point, loading with front end loader excluding time for haulage and return trip.Unit = cumTaking output = 5.5 cumTime required for i) Positioning of tipper at loading point Min 1ii) Loading by front end loader 1 cum bucket capacity Min 7.33@ 45 / 25 cum per houriii) Manoevouring, reversing, dumping and turning Min - for returniv) Waiting time, unforeseen contingencies, etc. Min 2Total Min 10.33a) MachineryTipper 10 t capacity hour 0.17 922.00 158.74Front end-loader 1 cum bucket capacity @ 45 cum hour 0.12 2848.50 347.99per hourCost for 5.5 cum = 506.73

14% 70.94Rate per cum = (a+b)/5.5 Rs. 105.00

b) Unloading see below. COM-LDLFT-5-B

COM-DTL-LDLFT-5-B 2 Loading of Earth, sand, Moorum, Manure, Flyash, a) Loading

Placing tipper at loading point, loading with frontend loader excluding time for haulage and return trip. Unit Quantity Rate Rs. TotalPlacing tipper at loading point, loading with frontend loader excluding time for haulage and return trip.Unit = cumTaking output = 5.5 cumTime required for i) Positioning of tipper at loading point Min 1ii) Loading by front end loader 1 cum bucket capacity Min 3.3@ 45 / 25 cum per houriii) Waiting time, unforeseen contingencies, etc. Min 2Total Min 6.3a) MachineryTipper 10 t capacity hour 0.105 922.00 96.81Front end-loader 1 cum bucket capacity @ 45 cum hour 0.055 2848.50 156.67per hourCost for 5.5 cum = 253.48

14% 35.49Rate per cum = (a+b)/5.5 Rs. 52.50

b) Unloading Unloading of Earth, sand, Moorum, Manure, Flyash, lime, Aggregate, Stone boulder, Brick aggregate, Kankar, Building rubbish, Manure, Crushed Slag, Unit Quantity Rate Rs. Total

means including a lead upto 30 mPlacing tipper at unloading point, excluding time for haulage and return trip.Taking output = 5.5 cumTime required for i) Positioning of tipper at loading point Min 1ii) Loading by front end loader 1 cum bucket capacity Min 2@ 45 / 25 cum per houriii) Waiting time, unforeseen contingencies, etc. Min 2Total 5a) MachineryTipper 10 t capacity hour 0.08 922.00 76.83Cost for 5.5 cum = 76.83

14% 10.76Rate per cum = (a+b)/5.5 15.90

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 mThis 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

For additional lift of 1m beyond initial lift of 3 m



b) contractor's profit and overhead charges

by mechanical means including a lead upto 30 m


Flyash, Stone for Masonry work by mechanical


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351

one meter lift is taken equivalent to 6 meters leadaverage speed of conveyance by head load 60 m/minuteRound trip cycle time for 1.00 m considering 50 min/ hr working1 x6x 60 / 50 / 60 ) 0.12 minNo. of trips per day for lift 1.0 m above 3 m ( 8 x 60 / 0..12) 4000Quantity of material by head load 0.015 cumQuantity of material by head load per day ( 4000x 0.015 ) 60 cumDeploy 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

Sl No. Description Unit Quantity1 2 3 4 5 6

Mazdoor Day 1.00 295.00 295.00

14% 41.30

336.30Rate per cum 5.60

FOR CATEGORY: Cement bag / Reinforcement steel / Structural steel sectionsLift : Upto 3.00 mThis 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

For additional lift of 1m beyond initial lift of 3 m one meter lift is taken equivalent to 6 meters leadaverage speed of conveyance by head load 25 m/minuteRound trip cycle time for 1.00 m considering 50 min/ hr working1 x6x 60 / 50 / 25 ) 0.29 minNo. of trips per day foradditional lift 1.0 m above 3 m ( 8 x 60 / 0.29) 1655Quantity of material by head load 50 kgsQuantity of material by head load per day ( 1655x50x 0.015 ) 83 tonsDeploy 1 mazdoor for every additional lift of 1.5 m beyond initial lift.or2/3 mazdoorLift : Upto 3.00 m for materials under this Category Unit: 83 TONS


Mazdoor Day 1.00 295.00 295.00

14% 41.30

336.30Rate per tonne 4.10

FOR CATEGORY : PCC slab / Shahabad stone slab / CC block / Laterite stone / BS slab / Wood

Lift : Upto 3.00 mThis 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

For additional lift of 1m beyond initial lift of 3 m one meter lift is taken equivalent to 6 meters leadaverage speed of conveyance by head load 40 m/minuteRound trip cycle time for 1.00 m considering 50 min/ hr working1 x6x 60 / 50 / 40 ) 0.18 minNo. of trips per day for lift 1.0 m ( 8 x 60 / 0.18 ) 2667Quantity of material by head load 0.017 cumQuantity of material by head load per day ( 1667x 0.018 ) 45 cumDeploy 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


Mazdoor Day 1.00 295.00 295.00

14% 41.30

336.30Rate per cum 7.50

Ratein Rs.

Amountin Rs.


Total Rs: for 60 cum

Ratein Rs.

Amountin Rs.


Total Rs: for 83 Tonnes

Ratein Rs.

Amountin Rs.


Total Rs: for 45 cum

Hire Charges- for the year 2014-15

352

HIRE CHARGES OF MACHINERY


S.No Description of machinery Unit

Total in Rs1 2 3 4 5 6 71 Agitator car / Transit mixer 2 cum Hour 758.40 937.80 244.90 1941.102 Air compressor 5 cmm ( electric ) Hour 108.30 256.80 142.40 507.503 Air compressor 7 cmm ( diesel ) Hour 241.30 767.30 182.20 1190.804 Air compressor 7 cmm ( electric ) Hour 131.90 342.40 142.40 616.705 Air compressor 8.5 cmm ( diesel Hour 275.60 959.10 182.20 1416.906 Air compressor 8.5 cmm ( electric) Hour 170.80 428.00 142.40 741.207 Air compressor 15 cmm ( electric) Hour 138.80 951.20 151.80 1241.808 Angle Dozer 90 hp Hour 1715.50 656.00 204.10 2575.609 Batching plant 0.5 cum( 6 cum/hr) Hour 114.60 114.10 293.80 522.50

10 Batching plant 2 x 1.00 cum(15 cum/hr) Hour 405.40 342.40 293.80 1041.6011 Batching plant 2 x 1.50 cum(50 cum/hr) Hour 518.10 418.50 293.80 1230.4012 Bending machine 3000 x 12 mm Hour 42.60 114.10 113.90 270.6013 Clamp shell and hoisting ropes Hour 5.40 0.00 0.00 5.4014 Concrete bucket 1.5 cum Hour 15.80 0.00 0.00 15.8015 Concrete hand mixer 45 / 30 ltr Hour 5.50 0.00 0.00 5.5016 Concrete mixer 300 / 200 ( diesel) Hour 53.50 85.30 189.80 328.6017 Concrete mixer 300 / 200 ltr ( electric) Hour 51.70 38.00 189.80 279.5018 Concrete mixer 600 / 400 ( diesel) Hour 92.70 170.50 189.80 453.0019 Concrete mixer 600 / 400 ltr ( electric Hour 91.00 76.10 189.80 356.9020 Concrete paver 100 sqm / hr Hour 356.50 0.00 364.40 720.9021 Convey mucker Hour 822.80 264.80 151.80 1239.4022 Core drilling machine Hour 319.00 255.80 244.90 819.7023 Diesel generating set 30 KVA Hour 65.80 682.00 113.90 861.7024 Diesel generating set 50 KVA Hour 85.10 1023.00 113.90 1222.0025 Diesel Loco 45 hp Hour 381.60 575.40 142.40 1099.4026 Dewatering pump 5 hp ( diesel ) Hour 10.20 85.30 96.10 191.6027 Dewatering pump 5 hp ( electric ) Hour 3.00 38.00 72.10 113.1028 Dewatering pump 10 hp ( diesel ) Hour 15.20 170.50 96.10 281.8029 Dewatering pump 10 hp ( electric Hour 6.70 76.10 72.10 154.9030 Dewatering pump 20 hp ( diesel ) Hour 48.30 341.00 96.10 485.4031 Dewatering pump 20 hp ( electric Hour 12.30 152.20 72.10 236.6032 Drifter Hour 322.70 0.00 306.20 628.9033 Drilling jumbo Hour 368.40 46.00 151.80 566.2034 Dumper 4.5 cum Hour 580.70 429.70 195.90 1206.3035 Geophysical Electric resistivity meter Hour 99.00 0.00 0.00 99.0036 Grouting pump Hour 24.90 38.00 227.80 290.7037 Guniting / sand blast equipment Hour 110.10 0.00 189.80 299.9038 Ice plant & accessories 30 t / day Hour 170.20 1084.30 113.90 1368.4039 Jack hammer Hour 19.80 0.00 284.70 304.5040 Needle vibrator 40 mm ( petrol ) Hour 7.60 21.50 136.60 165.7041 Needle vibrator 40 mm ( electric ) Hour 8.00 7.60 136.60 152.2042 Needle vibrator 60 mm ( petrol ) Hour 8.20 32.20 136.60 177.0043 Needle vibrator 60 mm ( electric ) Hour 9.70 11.40 136.60 157.7044 Planing machine 4 m stroke Hour 117.80 114.10 182.20 414.1045 Plate shearing machine upto 12 mm Hour 41.90 152.20 122.50 316.6046 Pneumatic placer 0.5 cum Hour 171.10 0.00 75.10 246.2047 Pneumatic tamper Hour 20.70 0.00 227.80 248.5048 Pug cutting machine Hour 6.40 3.80 0.00 10.2049 Pusher leg Hour 12.70 0.00 0.00 12.7050 Road roller diesel 10 t Hour 197.20 767.30 182.20 1146.7051 Shovel 0.50 cum 75 hp Hour 1003.10 511.50 204.10 1718.7052 Shovel 0.85 cum 110 hp Hour 1706.60 937.80 204.10 2848.5053 Stationery derric crane Hour 86.10 0.00 0.00 86.1054 Tipper 5 cum Hour 446.70 322.20 153.10 922.0055 Tipping tub 1.5 cum Hour 64.20 0.00 0.00 64.20

Hire charge in Rs

Fuel charge in Rs

Crew Charge in Rs.

Hire Charges- for the year 2014-15

353

HIRE CHARGES OF MACHINERY


S.No Description of machinery Unit

Total in Rs1 2 3 4 5 6 7

Hire charge in Rs

Fuel charge in Rs

Crew Charge in Rs.

56 Tower crane 5 tonne Hour 867.10 197.80 163.30 1228.2057 Transformer 250 KVA Hour 5041.00 0.00 0.00 5041.0058 Truck 10 t Hour 414.10 322.20 153.10 889.4059 Truck mounted derric crane 5 t Hour 519.70 322.20 153.10 995.0060 Upright drilling machine/Grinder Hour 22.50 38.00 171.60 232.1061 Ventilation fan 20 hp Hour 11.50 152.20 24.90 188.6062 Vibratory pad foot roller 8 t Hour 1342.20 1108.30 227.80 2678.3063 Wagon drill Hour 188.50 0.00 244.90 433.4064 Water tanker 8000 ltr Hour 402.50 322.20 153.10 877.8065 Welding set Hour 16.00 91.30 0.00 107.3066 Winch 35 hp ( electric ) Hour 129.40 186.40 227.80 543.6067 Tractor with 2T roller Hour 345.0068 Hydraulic Truck Crane 30T Hour 3096.80 118.80 454.30 3669.9069 Hydraulic Truck Crane 16T Hour 2278.10 75.00 454.30 2807.40

70 Hour 121.40 121.40Heavy Duty Airless Spray Painting Equipment

government of andhra pradesh a.p. revised standard data · by incorporating the items, the a.p....

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