regional shedule & rates pune

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For Official Use Only

GOVERNMENT OF MAHARASHTRA

WATER RESOURCES DEPARTMENT

REGIONAL SCHEDULE OF RATES(RSR)

(PUNE REGION)2008-09

GOVERNMENT OF MAHARASHTRA,WATER RESOURCES DEPARTMENT,REGIONAL SCHEDULE OF RATES,

(PUNE REGION)2008-09.

This RSR is effective from 01-06-08 and will be in Operation till the next revision.

Schedule of Rates for Irrigation Works in Pune Region for the year 2008-09 is prepared by the Superintending Engineer, Kukadi Project

Circle, Pune and as recommended by the RSR Committee based on CSR for the year 2008-09 as approved by the Government letter No.

CSR - 2278/(243/2008)/M-2 dated 07/07/2008 and as amended vide letter No.

The RSR Committee for the Pune Region is formed by Chief Engineer (S.P.), Pune’s letter No. DB/HDM/834 dtd. 10.02.2006.

RSR Committee consists of following members.

Chairman : S.E., Kukadi Project Circle, Pune 11.

Member : S.E., Pune Irrigation Circle, Pune 11.

Member : S.E., Pune Irrigation Project Circle, Pune 1.

Member : S.E., Koyna Construction Circle, Satara.

Member : S.E., Satara Irrigation Project Circle, Satara.

Member : S.E. & Administrator, C.A.D.A., Pune 11.

Secretary : Asst. S.E., Kukadi Project Circle, Pune 11.

GOVERNMENT OF MAHARASHTRA,WATER RESOURCES DEPARTMENT,REGIONAL SCHEDULE OF RATES,(PUNE REGION)2008-09.


Schedule of Rates for Irrigation Works in Pune Region for the year 2008-09 has been approved by the Chief Engineer (Water Resources) &

Chief Engineer (Specified Projects), Water Resources Department, Pune.

Recommended by Regional Schedule of Rates (RSR) committee for approval.

Sd/-

Superintending Engineer,Kukadi Project Circle, Pune.

Chairman, Regional DSR committee

Approved Approved Sd/- Sd/

Chief Engineer (W.R.) Chief Engineer(S.P.)

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(S.P.) Water Resources Department Water Resources

Department

Pune-411 011. Pune-411 011.

The Regional Schedule of Rates for the year 2008-09 is approved vide letter No. C.E.(S.P.)/DB/6443 dated 10/11/2008.

NOTES


1.0 This schedule of rate is applicable for all the Irrigation works in Pune region under the jurisdiction of Chief Engineer (W.R.) and

Chief Engineer (S.P.), Water Resources Department, Pune.

1.1 Material costs are inclusive of all taxes as per prevailing Govt. Resolutions (VAT, Excise duty etc.)

1.2 Royalty charges of all materials such as sand / metal etc. are considered same as in the RSR as per Revenue and Forest Department

Resolution No. -10 / 0206 / 57 / dated 15/12/2006. These charges are at Rs. 35.34 / cum. However, if the royalty charges are

changed by the District Collector / Government by the way of auction of sand or as per the written orders of the Govt. or District

Collector, the same shall be considered in the rate analysis while framing the estimates.

2.0 Excavation and Embankment :

2.1 Rates include removal of the excavated stuff upto 15 m. lead and 1.5 m lift including dressing as stated in the items.

2.2 Similarly rates for embankment provide only initial lead of 15 m. and lift of 1.5 m. as shown under different items.

2.3 While framing the Estimate, it is necessary to add for actual extra lead and lift over and above 15 m. and 1.5 m. respectively on

the basis of the rates shown in the lead & lift statement for various materials.

2.4 The rates for items of excavation depend upon their widths.

3.0 Stone Masonry :

3.1 Rates include initial lead for all materials upto 50 m. and the initial lift upto 1.5 m. and extra lead should be added while framing

the estimate as per lead statements for various materials.

3.2 Percentages of mortar assumed for various types of masonry are as follows -

3.2.1 a) Khandki facing - No mortar for jointing is taken into account. Only face pointing of joints is considered.

3.2.1 b) Uncoursed Rubble Masonry - 30%, 35% and 40% mortar.

3.3 The items for masonry works are exclusive of cement pointing and separate items and rates for cement pointing have been shown.

3.4 In the case of Khandki facing, rate is stipulated per unit Sq.m. area. Thus, in the items where Khandki facing is provided the entire

item should be first estimated as U.C.R. Masonry in (relevant) proportions and the amount for surface are provided with Khandki

facing shall be added on the stipulated rates, (with relevant proportions) so as to arrive at the cost of the entire item.

3.5 The grade of cement considered in this RSR is 43 grade only. Cost of cement has been considered as Rs. 250/- per bag of 50 kg.

(0.035 Cum) which is inclusive of VAT. Please see the material rates section.

4.0 CONCRETE4.1 Initial lead and initial lift are similar to those for the stone masonry as shown above.

4.2 The quantities of cement and coarse aggregates adopted while framing the analysis of rates are as under -

Sr.No. Max.Size of Aggregates Mix Cement in No. of BagsGradation and Quantity of Coarse Aggregates in cum.

80 mm 40 mm 20 mm 10 mm

1 80 MSA M-10 4.33 0.33 0.33 0.28 --

2 80 MSA M-15 4.99 0.29 0.29 0.31 --

3 40 MSA M-7.5 3.40 -- 0.39 0.33 0.22

4 40 MSA M-10 4.40 -- 0.39 0.33 0.22

5 40 MSA M-15 5.20 -- 0.36 0.31 0.22

6 20 MSA M-15 5.64 -- -- 0.60 0.30

720 MSA

(Precast lining)M-10 4.40 -- -- 0.47 0.47

820 MSA

(Canal lining)M-10 4.90 -- -- 0.47 0.47

9 20 MSA M-20 6.60 -- -- 0.60 0.30

10 20 MSA M-25 7.62 -- -- 0.60 0.30

11.20 MSA

(R.C.C.)M-20 6.36 -- -- 0.60 0.30

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1240 MSA

(R.C.C.)M-20 6.08 -- 0.36 0.31 0.22

13 20 MSA M-25 7.00 -- -- 0.60 0.30

1440 MSA

(R.C.C.)M-25 6.88 -- 0.36 0.31 0.22

Notes : i) Quantities are for One cum of Concrete

ii) Cost of Cement as in Sr. No. 3.5 above.

4.3 Concrete works shall be carried out as per mix design.

5.0 USE OF D.S.R. OF WATER RESOURCES DEPARTMENT & OTHER DEPARTMENTS :5.1 P.W.D. Schedule of Rates -

1 Regional Schedule of rates for Water Resources Department, Pune Region shall be used for the works of Head Regulators

of Dam, Pump House, Intake Structures, Earthwork and Lining on Canal Sysytems (Canal / Branch Canal / Distributory /

Minor) etc. to be estimated by Water Resources Department.

2 For all works of buildings and roads, rates of P.W.D. R.S.R. of Pune Region shall be used. For all other works such as

Aqueduct, Cross Drainage Works, Syphon, SWF, Hume pipe drain, Slab drain, Road Bridge, K.T. Weirs, Super

passage, Outlet, Falls, Escapes etc. D.S.R. of P.W. Department, Pune Region shall be used. Note on Sr. No. 6.7 shall

apply.

5.2 Maharashtra Jeevan Pradhikaran (M.J.P.) D.S.R. -

In the case of Lift Irrigation Schemes or such pipe line works are involved, the rates for various items of such schemes

shall be taken as per the Schedule of Rates of Maharashtra Jeevan Pradhikaran (M.J.P.). For other items of Lift

Irrigation Schemes, the rates of M.J.P. shall be applicable only to the items which are not included in Regional

Schedule of Rates of W.R.D, Pune Region.

6.0 GENERAL -

Extra percentage over the rates of Regional Schedule of Rates for the year 2007-08 are allowed as mentioned below -

6.1 20% extra rates are allowed for excavation in wet condition for the items 2 to 10 of Excavation Section.

6.2 20% extra rates for items of Earthwork on Canal, Minor, Sub-Minor and water courses having channel carrying

capacity of upto 0.15cumec. These extra rates shall be applicable for quantity only upto depth FSL + FB.

6.3 15% extra rates for items of Earthwork on Canal, Distributory, Minor, Sub-Minor and water courses having channel

carrying capacity above 0.15 cumec and upto 1 cumec. These extra rates shall be applicable for the quantity only upto

depth FSL + Free board level.

6.4 Extra 25% rates are allowed for all type of earthwork (small canal, distributory, minors, sub-minors & field channels)

involving quantity in cross section width less than 1.5 m. In this case extra 20% and 15% rates as mentioned in Sr. No.

6.2 and 6.3 are not allowed again. The same increase in rates are included in 25% itself.

5% extra rates are allowed for -

6.5.1 All works of Irrigation Projects within 10 kms. from the boundary of any Municipal Corporation.

6.5.2 All works of Irrigation Projects which are situated within 10 kms. from Sugar Factories.

6.5.3 All works of Irrigation Projects within Municipal areas.

6.5.4 All works of Irrigation Projects within Industrial areas.

6.5.5 All works of Irrigation Projects in hilly areas declared by Planning Departments.

6.6 10% Extra rates are allowed for all works of Irrigation Projects in the Tribal areas.

Note :Even though there are more than one conditions out of those mentioned at Sr. No. 6.5.1 to 6.5.5 & 6.6, only one increase is

allowed. e.g. If any place is situated in tribal areas as well as in hilly area, only 10% increase in rates is allowed.

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6.7 The extra percentage allowed over the rates of this Schedule of Rates as per Note No. 6 shall not be applicable for items for which

P.W.D. and M.J.P. schedule of rates are used.

1 The increase mentioned in Paragraph at Sr. No. 6.1 shall be applied independently along with increase at Sr. No. 6.2 or 6.3

or 6.4 and in the areas at Sr. No. 6.5 or 6.6. For example, in tribal area for the work of excavation in soil for a watercourse

having capacity less than 0.15 cumecs, in the wet condition with the lead of 50 m., the rate is to be worked out as below –

Basic Rate - Rs. 23.00

35 m. extra lead (50 - 15 lead considered in basic rate = 35 m.) Rs. 06.85

Basic rate with 50 m. lead (35 m. additional lead charges) Rs. 29.85

20% increase due to excavation in wet condition (29.85 x 0.20) Rs. 05.97

20% increase due to channel carrying capacity being less than

0.15 cumec (29.85 x 0.20) Rs.05.97

10% increase due to being situated in tribal areas (29.85 x 0.10) Rs. 02.98

-------------

TOTAL Rs. 44.77

Rate for 1 cum (Say) Rs. 44.80 / cum

7.0 The labour charges adopted in the rate analysis of the items in schedule of rates for Pune Region are as per common schedule of rates

approved by the Government for the year 2007-2008.

8.0 The rates of this R.S.R. are not allowed for Khar land development works.

9.0 30% extra rates are allowed for works of River gauging. However, extra 5% and 10% rates as mentioned in Sr. No. 6.5 are not

allowed again as this includes in the 30% extra rate.

10.0 The particular extra rates mentioned in this note are allowed for the transportation rates arrived at for transporting construction material

by Tipper / Truck.

11.0 While putting the rate of material like cement, steel in Schedule `A’ of Tender, this rate should include the respective percentage

whatever added in the estimated rate.

12.0 The Schedule `A’ rate in any type of contract shall not be less than the rates shown under the schedule of rates of materials section.

13.0 Survey Works :

13.1 Survey works consists of (24) items.

The rate in this schedule is arrived as shown against each item.

1 Maintenance & Repair Section :

14.1 Newly incorporated maintenance and repair section consists of 26 items.

For Mumbai railway station where there are Government approved Hamal Panchayats (Labour Unions) rate + 10% overhead

charges has been approved in addition to labour union rates for loading and unloading of cement vide Govt. Marathi letter

No. DSR-2397/256/97/LPG2/dated 27/3/1997. On all other railway stations in Maharashtra where the government approved

labour unions are operative. These labour union rates are to be used for loading and unloading of cement as per Government

Marathi letter No. 1098/146/99/M.I.-2, dated 17/5/2000.

While preparing the rate analysis the difference between issue rate / market rate and CSR rate shall be considered.

Cement loading and unloading into / from truck are not considered in transportation rates.

For transportation of cement by road, estimate shall be prepared based on RSR transportation rates. Competitive bids shall be

called for and be sanctioned by the competent authority. On these basis, transportation shall be carried out.

The labour rates are provided as per the PWD DSR for the year 2007-08. These rates shall be used only for labour supply

items and shall not be used for any other purpose.

Item No. 30 & 32 in W.R.D. R.S.R., Pune Region are for concrete by batching and mixing plant. If the quantity of concrete

is equal to or exceeds 25,000/cum, these items shall be included in the estimate duly obtaining permission from the

concerned Chief Engineer. If the work is carried out by using batching & mixing plant, payment shall be made accordingly.

For completed irrigation projects, where irrigation is operative, 5% increase is allowed towards additional transportation

where machinery is used for repairs / renovation works (During closer period). And another 5% increase may be considered

towards machinery / manpower idle charges due to availability of lesser period for work. Increase towards additional

transport at 5% of lead charges and 5% increase towards idle charges on machinery / manpower on completed items rates of

estimate may be calculated. The concerned Chief Engineer should ensure that these enhanced rates are not used for general

irrigation management item of works.

SECTION-2 : EXCAVATION

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Sr.No.

Item Unit

Rates in Rs.

Completed

Item 2008-09Labour

1.Removing the surface boulders including necessary excavation if required & stacking them neatly

including all leads & lifts etc. complete.Cum 23.50 --

2.Excavation in soil, soft murum, lime, shadu exceeding 1.5 m. in width including depositing

the material as directed with lead upto 15 m. & lift upto 1.5 m. including dressing (CSR-1).Cum 23.00 --

3.

Excavation in hard murum, hard man, kankar, pebbles (including boulders of size less than 0.1

cum) exceeding 1.5 m. in width including depositing the material as directed with lead upto 15 m.

& lift upto 1.5 m. including dressing (CSR-2).Cum 31.50 --

4.Excavation in hard murum with boulders including stacking the material as directed with

lead upto 15 m. & lift upto 1.5 m. including dressing.Cum 44.00 --

5.

A) Excavation in soft rock exceeding 1.5 m. in width including depositing the excavated

material as directed with lead upto 15 m. & lift upto 1.5 m. including dressing (CSR-3).B) Excavation in laterite rock exceeding 1.5 m. in width including depositing the excavated

material as directed with lead upto 15 m. & lift upto 1.5 m. including dressing.

Cum

Cum

81.80

81.80

--

--

6.

Excavation in hard rock exceeding 1.5 m. in width by blasting including depositing the excavated

material as directed upto a lead of 15 m. & lift upto 1.5 m. including dressing. (This includes

boulders of size more than 0.10 cum under other items). (CSR-4)Cum 189.50 --

7.Excavation in hard rock and stacking the material as directed, drilling of holes by compressor will

be done by Department, including lead of 15 m. and lift upto 1.5 m.Cum 148.80 --

8.

Excavation in hard rock including secondary breaking and removing the excavated material

stacking neatly in spoil stacks as directed (drilling of holes by compressor will be done by

Department) lead upto 15 m. and lift upto 1.5 m.

Cum 72.60 --

9.

Excavation in hard rock by chiseling and depositing the excavated material as directed with

lead upto 15 m. & lift upto 1.5 m. including dressing. (Refer Note below).

(CSR-5)Cum 426.35 --

10.Excavation in hard rock by controlled blasting and depositing the excavated material as directed

with lead upto 15 m. & lift upto 1.5 m. including dressing. (Refer Note below). (CSR-6)Cum 284.25 --

Note : Provision of rock excavation by chiseling and controlled blasting in any estimate should be

made only after explicit prior written approval from Chief Engineer.

11. Dewatering of foundation during construction including diversion etc. (CSR-18).

5 to 9 H.P Pump

10 to 19 H.P. Pump

20 to 29 H.P. Pump

Hour

Hour

Hour

143.75

187.50

237.50

Note : Dewatering rates shall be used as per the Pump capacity given above.

SECTION-3 : EMBANKMENT

Sr.

No.Item Unit

Rates in Rs.

Completed

Item 2008-09Labour

1.

Construction of embankment for hearting zone with selected material directly from availablematerial of excavation including conveying the material upto a lead of 15 m. and lift upto 1.5 m.,

laying in layers, leveling the bank work, breaking clods including watering and consolidation and

including royalty of material. Lead of water upto One km. (CSR-9).

Cum 57.00 --

2.

Construction of embankment for casing zone with selected material directly from availablematerial of excavation including conveying the material upto a lead of 15 m. and lift upto 1.5 m.,

Cum 58.50 --

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laying in layers, leveling and dressing including watering, consolidation and including royalty of

materials. Lead of water upto One km. (CSR-10).

3.

Construction of embankment for hearting zone with selected material directly from alreadydeposited spoil including transporting the material upto a lead of 15 m. and lift upto 1.5 m.,

laying in layers, spreading, breaking clods, leveling the bank work excluding watering and

consolidation and including royalty of materials.

Cum 55.95 --

4.

Construction of embankment for hearting zone with selected material directly from alreadydeposited spoil including transporting the material upto a lead of 15 m. and lift upto 1.5 m.,

laying in layers, spreading, breaking clods and leveling the bank workincluding watering and

consolidation and including royalty of material etc. complete. Lead of water upto one km.

Cum 76.15 --

5.

Construction of embankment for casing zone with selected material from already depositedspoil including transporting the material upto a lead of 15 m. and lift upto 1.5 m., laying in layers,

spreading, breaking clods, leveling the bank work, dressing excluding watering and consolidation

and including royalty of materials. etc. complete.

Cum 57.35 --

6.

Construction of embankment for casing zone with selected material directly from alreadydeposited spoil including transporting the material upto a lead of 15 m. and lift upto 1.5 m.,

laying in layers, spreading, breaking clods, leveling the bank work, dressing including watering

and consolidation and including royalty of materials etc. complete. Lead of water upto One km.

Cum 77.60 --

7.

Construction of embankment for hearting zone with selected material from borrow area

including transporting the material upto a lead of 15 m. and lift upto 1.5 m., laying in layers,

leveling, spreading, breaking clods excluding watering and consolidation and including royalty of

materials. etc. complete.

Cum 59.00 --

8.

Construction of embankment for hearting zone with selected material directly from borrowarea

including transporting the material upto a lead of 15 m. and lift upto 1.5 m., laying in layers,

leveling, spreading and breaking clods including watering and consolidation and including royalty

of material etc. complete. Lead of water upto One km.

(CSR-11)

Cum 79.35 --

9.

Construction of embankment for casing zone with selected material from borrow area including

transporting the material upto a lead of 15 m. and lift upto 1.5 m., laying in layers, spreading,

leveling, breaking clods and dressing the bankwork excluding watering and consolidation and

including royalty of materials etc. complete.

Cum 68.65 --

10.

Construction of embankment for casing zone with selected material from borrow area including

transporting the material upto a lead of 15 m. and lift upto 1.5 m., laying in layers, spreading,

leveling, breaking clods and dressing the bankwork including watering and consolidation and

including royalty of material etc. complete. Lead of water upto One km. (CSR-12)

Cum 88.90 --

11.Spreading for hearting zone from already excavated material including leveling the

bankwork to the required slope and section with lead of 15 m. and lift upto 1.5 m. etc. complete.Cum 1.40 --

12.Spreading for casing zone from already excavated material including leveling, dressing the

bankwork to the required slope and section with lead of 15 m. and lift upto 1.5 m. etc. complete.Cum 2.65 --

13.

Filling cut of trench with selected material obtained from borrow area including transporting the

material upto a lead of 15 m. and lift upto 1.5 m. including laying in layers, leveling the work,

breaking clods including watering and consolidation including royalty of materials etc. complete.

Lead of water upto One km. (CSR-13).

Cum 87.30 --

14.Consolidation of bankwork with power rollers to 95% of Proctor density including watering, lead of

water upto 1 km. etc. complete. (CSR-8)Cum 15.35 --

15. Watering the embankment in proper layers by tankers including a lead of water upto 1 km. (CSR-7) Cum 7.45 --

16.

Providing and filling drain and inverted filter with a layer of sand 2 to 2.5 cm. Gauge gravel, 2.5 to

7.5 Gauge metal etc. complete as directed with lead upto 15 m. and lift upto 1.5 m. including royalty

of material etc. complete.

Cum. 227.60 38.80

17.

Providing and constructing rock toe with 15 cm. to 23 cm. rubble of hard trap stone of approved

quality including packing etc. complete as directed with lead upto 50 m. and lift upto 1.5 m. and

including royalty of material. (CSR-15)Cum 206.65 61.90

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18.

Providing and laying dry stone pitching 30 cm. thick to side slopes of embankment including

dressing the bank (Rubble 30 to 45 kg.) with lead of 50 m. and lift upto 1.5 m. excluding pointing

including quarry spauls etc. complete and including royalty of material. (CSR-14)Sqm 95.10 42.20

19.

Providing and laying metal base 20 to 40 mm below pitching including hand packing as directed

including quarry spauls with lead upto 50 m. and lift upto 1.5 m. including royalty of material etc.

complete.

Cum 296.95 28.35

20.

Providing and laying quarry spauls of approved trap stone quality of specified thickness including

hand packing as directed within lead of 50 m. and lift upto 1.5 m. including royalty of material etc.

complete.

Cum 146.65 20.80

SECTION-4 : CEMENT CONCRETE

Sr.

No.Item Unit

Rates in Rs.

Completed

Item 2008-09Labour

1.

Providing and laying in situ cement concrete of grade M-10 C.C. (80 MSA) of trap / granite /

quartzite / graded metal for foundation and bedding including compacting, curing, royalty of

material etc. complete with an initial lead of 50 m. lift of 1.5 m.

Cum 1970.05 267.30

2.

Providing and laying in situ cement concrete of grade M-15 (80 MSA) of trap / granite / gneiss /

quartzite / graded metal for foundation and bedding, compacting, curing including royalty of


Cum 2138.30 267.30

3.

Providing and laying in situ cement concrete of grade M-7.5 (40 MSA) of trap / granite / graded

metal for foundation and bedding including compacting, curing royalty of material etc. complete

with an initial lead of 50 m. lift of 1.5 m. (CSR-20)

Cum 1780.75 267.30

4.

Providing and laying in situ cement concrete of grade M-10 (40 MSA) of trap / granite /

quartzite / graded metal for foundation and bedding, compacting and curing etc. complete with an

initial lead of 50 m. lift of 1.5 m. (CSR-21)Cum 2055.75 267.30

5.

Providing and laying in situ cement concrete of grade M-15 (40 MSA) of trap / granite /

quartzite / graded metal for foundation and bedding, compacting and curing including royalty of


(CSR-19)

Cum 2253.95 267.30

6.

Providing and laying in situ cement concrete of grade M-15 for R.C.C. (1:2:4) excluding

reinforcement of trap / granite / quartzite / graded metal, compacting, curing including royalty of

material etc. complete with an initial lead of 50 m. lift of 1.5 m. (20 MSA) (CSR-22).Cum 2412.00 267.30

7.

Providing and laying expansion / construction joints with 18 SWG and 60 cm. wide copper plate and

shalitex expansion pad below and above the copper plate including sealing the joints with shalitex

sealing compound etc. complete.

(For slab thickness of 30 cm.)

Rmt. 4390.10 98.35

8.

Providing and laying expansion / construction joint with 16 SWG and 37.5 cm. wide copper plate

and shalitex expansion pad below and above the copper plate including sealing the joint with

shalitex sealing compound etc. complete.


Rmt 3046.85 98.45

9.

Providing and laying expansion / construction joint with shalitex super expansion pad (jute fibre) 12

mm. thick including sealing the joint with shalitex sealing compound etc. complete.


Rmt 282.80 22.70

10.

Providing and laying expansion / construction joints with 18 SWG and 60 cm. wide copper plate and

shalitex expansion pad below and above the copper plate including sealing the joints with shalitex

sealing compound etc. complete.


Rmt 4460.20 98.35

11.

Providing and laying expansion construction joint with 16 SWG shalitex expansion pad below and

above the copper plate including sealing compound complete.


Rmt 3108.75 98.45

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12.

Providing and laying expansion / construction joints with shalitex super expansion pad (jute fibre)

12 mm thick including sealing the joints with shalitex sealing compound etc. complete.


Rmt 349.35 22.65

13




Rmt 380.30 22.65

14.




Rmt 479.05 22.65

15.Providing and fixing G.I. sheet 24 gauge and 22.5 cm. wide for the construction joints in R.C.C.

trough wall including cutting 15 cm. overlap, riveting the joints and fixing in position etc. complete.Rmt 98.65 11.80

16.Cutting, bending, hooking, laying in position and tying M.S. bars for reinforcement of R.C.C. work

as per detailed drawing etc. complete.MT 3892.45 3313.10

17.

Providing and laying 50 mm thick lining with precast cement concrete slabs of

M-10 mix over a backfill of murum average 7.5 cm. thick properly watered and compacted

including casting vibrating the slabs with tampers, curing, laying and filling the joints in C.M. 1:3

with lead of

50 m. and lift upto 1.5 m. etc. complete.

(20 MSA).

Sqm. 141.15 26.70

18.

Providing and laying in situ 10 cm. thick cement concrete M-10 mix for canal bed lining over

200 gauge polythene film on the base prior to laying of concrete with double pass of screed board

vibrator including form work, curing including royalty of material with a lead of 50 m. lift of 1.5 m.

etc. complete (20 MSA).

Sq.m. 222.05 34.20

19. Providing and laying in situ 8 cm. and 10 cm. thick cement concrete M-10 mix for canal sidelining over properly watered and compacted surface over 200 gauge polythene film on the base

prior to laying of concrete with double pass of screed board vibrator including form work, including

royalty of material, curing with a lead of 50 m. and lift upto 1.5 m. etc. complete (20 MSA)(a) 8 cm. thick

(b) 10 cm. thick

Sq.m.

Sq.m.

180.70

225.85

30.45

38.05

20

Providing and laying in situ cement concrete of grade M-15 (20 MSA) for canal bed liningwith all slope of canal including scaffolding, formwork, compaction, curing, laying PVC expansion

joints and contraction joints including royalty of materials etc. complete with an initial lead of 50 m.

and lift of 1.5 m.

Sqm 271.45 -

21 Providing and laying in situ cement concrete of grade M-15 (20 MSA) for canal side liningwith all slope of canal including scaffolding, formwork, compaction, curing, laying PVC expansion

joints and contraction joints including royalty of materials etc. complete with an initial lead of 50 m.

and lift of 1.5 m.

a) 8 cm thick

b) 10 cm thick

Sqm

Sqm

232.20

282.85

-

-

22.

A) Providing and laying chip masonry back filling behind concrete lining in CM 1:8 including

striking joints, curing, scaffolding etc. complete but excluding pointing (35% mortar) including

royalty of material.

Cum 814.85 183.00

B) Providing, laying, erecting and dismantling M.S. plates form work for side lining (for steeper

slopes only).Sq.m. 137.10 32.30

23. Providing and laying 12 mm thick expansion construction joints with asphalt pad 7.5 cm. / 5.5 cm.

deep and filling top of joints above pad 2.5 cm. deep with sealing compound of approved quality

etc. complete.

A) For Side

B) For Bed

Rmt

Rmt

125.15

136.30

13.80

13.80

24 Providing & laying polythene film beneath the concrete layer of -

A) 200 gauge.

B) 400 gauge

C) 600 gauge

Sq.m.

Sq.m.

Sq.m.

11.40

21.45

28.55

1.45

1.45

1.45

Untitled Document


25.

Providing and laying UCR masonry in C.M. 1:6 for side lining of the canal including raking

joints, scaffolding and curing including royalty of material etc. complete excluding pointing with

lead upto 50 m. and lift upto 1.5 m. (35% mortar)

Cum 923.05 183.25

26.

Providing and laying cement plaster 6 mm. thick in C.M. 1:3 single coat without neeru finish to

concrete surface in all position including scaffolding, curing, including royalty of material etc.

complete.

Sq.m. 53.65 21.35

27.

Providing and laying in situ colcrete of grade M-20 by mixing trap / granite / gneiss / quartzite

80 mm. metal to 200 mm. size stone pieces (Kapchi) with required pressure of cement mortar 1:2

including compacting, curing etc. complete with an initial lead of 50 m. and lift of 1.5 m., excluding

form work and staging, including royalty of material. (CSR-23).

Cum 2420.95 --

28.

Providing and laying in situ colcrete of grade M-15 by mixing trap / granite / gneiss / quartzite 80

mm metal to 200 mm size stone pieces (Kapchi) with required pressure of cement mortar 1:2

including compacting, curing etc. complete with an initial lead of 50 m. and lift of 1.5 m. (excluding

form work and staging) including royalty of material. (CSR-24)

Cum 2146.50 --

29.

Providing and laying in situ colcrete of grade M-10 by mixing trap / granite / gneiss / quartzite

80 mm metal to 200 mm size stone pieces (Kapchi) with required pressure of cement mortar 1:2

including compacting, curing etc. complete with an initial lead of 50 m. and lift of 1.5 m. (excluding

form work and staging) including royalty of material. (CSR-25)

Cum. 1886.50 --

30. Providing and laying in situ cement concrete of grade M-15 proportion of trap / granite / gneiss /

quartzite / graded metal for foundation of dams, barrages, bridges and appurtenant works by

batching plant and transit mixers including conveying, compacting, curing, including royalty of

material etc. complete with an initial lead of 5 km. From batching plant etc. complete as directed

A) 80 MSA (CSR-47)B) 40 MSA (CSR-48)C) 20 MSA (CSR-49)(Please see note below)

Cum

Cum

Cum

2290.55

2354.10

2521.15

--

--

--

31.Supplying well graded crushed sand by crushing good quality granite / quartzite / basalt / gneiss

stone, screening, stacking etc. complete.Cum 643.00 --

32. Providing and laying M-15 grade (20 MSA) proportion cement concrete for canal lining with all

slope of canal with longitude and transverse concrete rails including scaffolding, formwork,

compaction, paver finishing by using batching plant and transit mixer, curing (by using curing

compounds for sides), laying PVC expansion joints and contraction joints including royalty of

materials etc. complete as directed with all leads and lifts. From batching plant.

A) For canal bed 10 cm. thick

For canal sides 8 cm. thick

For canal sides 10 cm thick

(Please see note below)

Sqm.

Sqm.

Sqm.

312.65

265.55

325.75

--

--

--

33

Providing, fixing and erecting including welding 8 mm M.S. Bar at 200 mm C/C both ways for

Ferrocement walling with welded mesh of size 100x100x2.3 mm and chicken mesh 3 layers of 24

gauge including binding with wire etc. complete.

Sqm. 596.65 --

34 Providing and casting Ferrocement wall of 30mm thick in C.M. 1:3 including curing etc. complete. Sqm. 240.10 --



37

Providing and laying in situ cement concrete of grade M-20 (20 MSA) of trap / granite / quartzite /

gneiss / graded metal including compacting, curing and royalty of materials etc. complete with an

initial lead of 50 m and lift of 1.5 m.

Cum. 2676.05 267.30

38

Providing and laying in situ cement concrete of grade M-25 (20 MSA) of trap / granite / quartzite /

gneiss / graded metal including compacting, curing and royalty of materials etc. complete with an

initial lead of 50 m and lift of 1.5 m.

Cum. 2956.55 267.30

39

Providing and laying in situ cement concrete of grade M-20 (20 MSA) for R.C.C. of trap / granite /

quartzite / gneiss / graded metal including compacting, curing and royalty of materials etc. complete

with an initial lead of 50 m and lift of 1.5 m. (excluding reinforcement)

Cum. 2610.05 267.30

Untitled Document


40




Cum. 2495.95 267.30

41




Cum. 2786.05 267.30

42




Cum. 2715.95 267.30

Note :For Item No. 30 -

These rates shall be adopted when overall quantity of concrete put to tender shall be more than 25000 Cum. The use of

batching plant and transit mixer shall be ascertained before making payments under this item.

For Item No. 32 -These rates shall be adopted when overall quantity of concrete lining put to tender shall be more than 1,00,000 Sqm. The use of batching

plant and transit mixer and paver finished for lining shall be ascertained before making payments under this item.

For items 30, 31, 32,prior permission of Chief Engineer is necessary for adopting these rates while preparing estimates.

SECTION-5 : CENTERING

Sr.No.

Item Unit

Rates in Rs.

Completed Item

2008-09Labour

1.Providing and laying earthwork for solid centering upto 2 m. height suitable for slab upto depth

of 30 cm. and above including watering, consolidation and removing the centering etc. complete.Sq.m. 189.50 147.50

2.

Providing, erecting and laying formwork

for plain surfaces and making surface suitable for concreting including dismantling etc.

complete.

(CSR-26)

Sq.m. 75.65 --

3.

Providing, erecting and laying formwork

for curved surfaces and making surface suitable for concreting including dismantling etc.

complete.

(CSR-27)

Sq.m. 90.80 --

4.

Providing, erecting and laying, staging & centering formwork

A) For first 3 m. height (CSR-28)B) For every additional 1 m. height staging beyond the initial 3 m. height. (CSR-29).

Sq.m.

Sq.m.

115.90

32.00

--

--

SECTION-6 : STONE MASONRY

Sr.No.

Item Unit

Rates in Rs.

Completed

Item 2008-09Labour

1. Providing U.C.R. masonry in C.M. 1:5 in foundation upto 0.5 m. above G.L. with 50 m. lead and

lift upto 1.5 m. including striking joints, curing, including royalty of material etc. complete.

A) Thickness of wall upto 1 m. (30% mortar) (CSR-30)

B) Walls of water retaining structures thinner than 1.0 m. and walls of structures thicker than 1.0

m. other than dams and water retaining structures. (35% mortar) (CSR-31).

Cum

Cum

947.30

1004.45

183.30

152.70

Untitled Document


C) For dams and water retaining structures (45% mortar) (CSR-32). Cum 1176.90 152.70

2. Providing U.C.R. masonry in C.M. 1:6 in foundation upto plinth with 50 m. lead and lift upto 1.5

m. including striking joints, curing, including royalty of material etc. complete.

A) 30% mortar

B) 35% mortar

C) 45% mortar

Cum

Cum

Cum

868.75

911.85

1055.25

183.30

152.70

152.70

3.Providing U.C.R. masonry in C.M. 1:8 in foundation upto plinth with 50 m. lead and lift upto 1.5

m. including striking joints, curing, including royalty of materials etc. complete, 30% mortar.Cum 766.75 183.30

4. Providing U.C.R. masonry in C.M. 1:5 for superstructure with 50 m. leads and lift upto 1.5 m.

including striking joints, including royalty of material etc. complete.

A) Thickness of walls upto 1 m.

(30% mortar) (CSR-33)B) Walls of water retaining structures

thinner than 1.0 m. and walls and

structures thicker than 1.0 m. other

than dams and water retaining

structures. (35% mortar)

C) For dams & water retaining

structures (45% mortar)

Cum

Cum

Cum

956.55

1012.05

1184.55

192.50

160.35

160.35

5. Providing U.C.R. masonry in C.M. 1:6 for super structures with 50 m. lead and lift upto 1.5 m.

including striking joints, curing, including royalty of material etc. complete.

A) 30% mortar

B) 35% mortar

C) 45% mortar

Cum

Cum

Cum

878.00

919.50

1063.95

198.50

160.35

160.35

6.Providing U.C.R. masonry in C.M. 1:8 for super structures with 50 m. lead and lift upto 1.5 m.

including striking joints, curing, including royalty of material etc. complete. 30% mortar.Cum 777.30 198.50

7. Providing khandki facing to the face of masonry with pointing in C.M. 1:2 including finishing to

the required shape and slope with necessary scaffolding, curing, including royalty of material etc.

complete with lead upto 50 m. and lift upto 1.5 m. (It is assumed that the Khandkis are of the size

20 cm. x 20 cm., no mortar for jointing is taken into account, only face pointing of joint is

considered).

A) With khandki facing on one side

(CSR-34)

B) With khandki facing on both side

(CSR-35)

Sq.m.

Sq.m.

212.50

198.75

44.20

44.20

8. Providing and laying dry stone rubble masonry excluding pointing, including royalty of material. Cum. 303.65 113.00

9.Providing pointing with cement mortar 1:3 for stone masonry including racking joints, scaffolding,

curing, including royalty of material etc. complete.Sq.m. 24.85 14.30

10.Providing pointing with cement mortar 1:2 for stone masonry including racking joints, scaffolding,

curing, including royalty of material etc. complete.Sq.m. 29.15 14.30

11.

Providing and constructing coarse rubble masonry II sort in C.M. 1:4.5 for super structure with lead

upto 50 m. and lift upto 1.5 m. including striking joints, curing, including royalty of material etc.

complete. 30% mortar.

Cum 1333.95 293.70

12.Cutting rectangular grooves of size 10 cm. x 10 cm. in stone masonry including clearing pointing

etc. to facilitate smooth working of needles etc. complete.Rmt. -- 504.20

13

Providing and laying rough dressed cut stone coping 23 cm. thick in C.M. 1:5 excluding cement

pointing but including watering with lead 50 m. and lift upto 1.5 m. including royalty of material

etc. complete.

Cum 2381.30 1018.15

14.

Providing coalgrout U.C.R. masonry in C.M. 1:3 (43% mortar) proper packing rubble and of the

required shape and quality with the coalgrout at required pressure with 50 m. lead and lift upto 1.5

m. including scaffolding and watering, including royalty of material etc. complete. (Excluding formCum 1841.50 --

Untitled Document


work and staging) (CSR-40)

SECTION-7 : PIPE LAYING

Sr.No.

Item Unit

Rates in Rs.

Completed

Item

2008-09

Labour

1.

Providing and laying R.C.C. pipe of NP2 class of 1200 mm dia. in proper line, level and slope

including fixing collars in C.M. 1:2, curing etc. complete as directed exclusive of cost of pipes but

inclusive of lead of 50 m. for pipes, cement and sand, including royalty of material.

(CSR-41)

Rmt 154.55 --

2.



inclusive of lead of 50 m. for pipes, cement and sand, including royalty of material.

Rmt 142.10 125.70

3.

Providing and laying R.C.C. pipe of NP2 class of 900 mm dia. in proper line, level and slope including

fixing collars in C.M. 1:2, curing etc. complete as directed exclusive of cost of pipes but inclusive of

lead of 50 m. for pipes, cement and sand, including royalty of material.

(CSR-42)

Rmt 134.70 --

4.



lead of 50 m. for pipes, cement and sand, including royalty of materials.

Rmt 125.50 112.00

5.



lead of 50 m. for pipes, cement and sand, including royalty of material. (CSR-43)

Rmt 104.55 --

6.




Rmt 80.85 72.45

7.



lead of 50 m. for pipes, cement and sand, including royalty of material. (CSR-44)Rmt 71.45 --

8. Providing and laying R.C.C. pipe of NP2 class of 250 mm dia. in proper line, level and slope including

fixing collars in C.M. 1:2, curing et

Sr.No.

Item Unit

Rates in Rs.

Completed

Item

2008-09

Labour

1. Providing B.B. masonry with conventional I.S. type bricks in

cement mortar 1:5/1:6/ 1:8 in super structure including striking

joints, watering, scaffolding with lead upto 50 m. and lift upto 1.5

m. (Excluding cost of bricks), including royalty of materials.

A) In C.M. 1:5 (CSR-36)B) In C.M. 1:6 (CSR-37)C) In C.M. 1:8 (CSR-38)

Cum

Cum

Cum

796.35

715.00

611.20

204.55

204.55

204.55


cement mortar 1:5/1:6/ 1:8 in super structure including striking

joints, watering, scaffolding with lead upto 50 m. and lift upto 1.5

m. (Including cost of bricks and including royalty of materials).

A) In C.M. 1:5

B) In C.M. 1:6

C) In C.M. 1:8

Cum

Cum

Cum

1910.10

1828.75

1725.00

204.55

204.55

204.55

Rmt 68.15 61.35

Untitled Document



cement mortar 1:5/1:6/ 1:8 in super structure upto floor level

including mild steel reinforcement of 2 bars of 6 mm dia. placed

by every 3rd course properly bent, bounded at ends, scaffolding,

watering etc. complete with lead upto 50 m. and lift upto 1.5 m.

(Excluding cost of bricks and steel), including royalty of material

(CSR-39).

Sq.m. 110.60 27.65

4. Providing B.B. masonry in C.M. 1:4 with conventional I.S. type

bricks wall in super structure upto floor level including mild steel

reinforcement of 2 bars of 6 mm dia. placed by every 3rd course,

watering etc. complete with lead upto 50 m. and lift upto 1.5 m.

(excluding cost of bricks & steel), including royalty of material.

Sq.m. 327.15 27.65

c. complete as directed exclusive of cost of pipes but inclusive of lead of 50 m. for pipes, cement and

sand, including royalty of material.

9.



inclusive of lead of 50 m. for pipes, cement and sand, including royalty of material. (CSR-45)Rmt 194.90 --

10.



lead of 50 m. for pipes, cement and sand, including royalty of material. (CSR-46)Rmt 171.00 --

11.

Providing and laying R.C.C. pipe of P1 class of 900 mm dia. in proper line, level and slope including



Rmt 171.00 157.55

SECTION-8 : BURNT BRICK

Sr.No.

Item Unit

Rates in Rs.

Completed

Item 2008-09Labour

1. Providing B.B. masonry with conventional I.S. type bricks in cement mortar 1:5/1:6/ 1:8 in super

structure including striking joints, watering, scaffolding with lead upto 50 m. and lift upto 1.5 m.

(Excluding cost of bricks), including royalty of materials.

A) In C.M. 1:5 (CSR-36)B) In C.M. 1:6 (CSR-37)C) In C.M. 1:8 (CSR-38)

Cum

Cum

Cum

796.35

715.00

611.20

204.55

204.55

204.55


structure including striking joints, watering, scaffolding with lead upto 50 m. and lift upto 1.5 m.

(Including cost of bricks and including royalty of materials).

A) In C.M. 1:5

B) In C.M. 1:6

C) In C.M. 1:8

Cum

Cum

Cum

1910.10

1828.75

1725.00

204.55

204.55

204.55


structure upto floor level including mild steel reinforcement of 2 bars of 6 mm dia. placed by every

3rd course properly bent, bounded at ends, scaffolding, watering etc. complete with lead upto 50 m.

and lift upto 1.5 m. (Excluding cost of bricks and steel), including royalty of material (CSR-39).

Sq.m. 110.60 27.65

4. Providing B.B. masonry in C.M. 1:4 with conventional I.S. type bricks wall in super structure upto

floor level including mild steel reinforcement of 2 bars of 6 mm dia. placed by every 3rd course,

watering etc. complete with lead upto 50 m. and lift upto 1.5 m. (excluding cost of bricks & steel),

including royalty of material.

Sq.m. 327.15 27.65

SECTION-9 : LAND DRAINAGE WORKS

Rates in Rs.

Untitled Document


Sr.No. Item Unit Completed

Item 2008-09Labour

1. Excavation for irrigation drainage in percolating water to the required line, grade including

dewatering or diverting percolation of flowing water, dressing side slopes of drains, disposing off

the excavated material to service road or spoil bank stacking, spreading as directed with an initial

lead of 15 m. and lift upto 1.5 m. etc. complete.

Cum 42.50 30.10

2. Removing pankanis in percolating flowing water, muddy soil of nalla drains including all lifts and

upto a lead of 15 m. and depositing as directed.Sq.m. -- 2.85

3. Trimming, dressing side slopes of drains, service road including removing grass etc. complete. Sq.m. -- 1.45

4. Clearing, cutting thorny shrubs, bushes, mooley hills etc. in a nalla and drain width including all

lifts and lead upto 15 m. and depositing as directed.Sq.m. -- 1.45

5. Providing and planting grass sodding on side slope of drains at vulnerable places only including

soil backing, slope dressing, trodding with all lead upto 50 m., watering etc. complete.Sq.m. 6.30 --

6. Providing and fixing trap Km. stone flat top size 40 x 40 x 60 cm. including dressing and fixing

in block of size 50 x 50 x 60 cm. in C.C. 1:3:6 (M-10 and 80 MSA) including oil painting of two

coats, lettering etc. complete, height of stone above G.L. is

40 cm.

No. 754.25 --

7. Providing and fixing trap half km. stone

20 x 20 x 60 cm. size and semi-circular top including dressing and fixing in block of size 45 x 45

x 45 cm. in C.C. 1:3:6 (M-10 and 80 MSA) with 30 cm. above ground including oil painting of

two coats, lettering etc. complete.

No. 434.75 --

8. Providing and fixing boundary stone / bench mark / apex / indicator stone flat top of 20 x 20 x 75

cm. size and shape including dressing and fixing in a block of 45 x 45 x 60 cm. of C.C. 1:3:6

(M-10 and 80 MSA) with stone height 30 cm. above ground including oil painting of two coats,

lettering etc. complete.

No. 488.05 --

9. Providing and fixing trap bed stone of size 15 x 15 x 45 cm. in block of 40 x 40 x 60 cm. size in

C.C. 1:3:6 (M-10 and 80 MSA) with its top @ designed drain bed level including dressing etc.

complete as directed.

No. 320.65 --

10. Maintenance of irrigation drain during construction including removing silt in percolating water

removing slips, dressing drain slopes, removing shrubs, pankanis with lift 1.5 m. and lead of 15

m. and disposing, spreading, stacking stuff as directed.

Km. 8710.20 --

11. Providing and fixing mild steel sign board “T” of 3 m. length of size 50 mm x 50 mm x 6 mm and

steel plate 5 mm thick of size 60 cm. x 40 cm. including painting of two coats. Excavation for

fixing “T” in C.C. 1:2:4 (M-150 and 20 MSA) block of

50 x 50 x 60 cm.

No. 1860.00 --

12. A) Removing dry silt from the drain with lift upto 1.5 m. and lead upto 15 m. and depositing as

directed.Cum 23.00 --

B) Removing wet silt from drain with lift upto 1.5 m. and lead upto 15 m. and depositing as

directed.

1) For width of drain exceeding 1.5 m.

2) For width of drain less than 1.5 m.

Cum

Cum

27.60

34.50

--

--

C) Removing wet silt from drain in flowing water with lift upto 1.5 m. and lead of 15 m. and

depositing as directed (For drain width exceeding 1.5 m.)

1) For drain width less than 1.5 m.

Cum

Cum

34.65

43.30

--

--

SECTION-10 : SURVEYING AND LEVELING

Sr.

No.Item Unit

Rate in Rs.

for 2008-09

1. Fixing nalla position by chain and offset method, fixing base line, ranging, clearing obstruction of jungle

Untitled Document


1. Fixing nalla position by chain and offset method, fixing base line, ranging, clearing obstruction of jungle

etc. wherever necessary. Km. 115.45

2. Carrying out bench mark by fly level with single leveling including shifting of leveling instrument from

spot to spot and close back etc. complete Km. 96.20

3. Carrying out chain and compass survey for fixing the drain alignment including ranging, fixing apex

points pegs etc. complete Km. 204.00

4. Taking cross section on drain alignment including ranging, chaining etc. complete. Km. 96.20

5. Taking augur bores of 10 cm. dia. with augur for classifying strata including putting the excavated stuff

in cyclic order, dewatering for recuperation results etc. complete.

Augur karkoon not engaged

Departmentally

Augur karkoon engaged

Departmentally

Rmt

Rmt

58.75

43.80

6. Labour for taking detail measurements form survey number bandha for locating apex point of the drain. No. 14.40

7. Taking open pit for ascertaining strata in detail at 200 m. interval in medium soil, pit size 1.25 x 1.5 x

2.5 m. in wet condition with a lead of 15 m. and lift upto 1.5 m. including depositing the material as

directed.

Pit 169.65

8. Taking open pit for ascertaining strata in detail at 200 m. interval in deep soil, pit size 1.5 x 1.5 x 2.5 m.

in wet condition with lead of 15 m. and lift upto 1.5 m. including depositing the material as directed. Pit 170.45

9. Dewatering from open pit in medium soil of size 1.25 x 1.5 x 2.5 m. or in a deep soil size 1.5 x 1.5 x

2.5 m. Pit 115.45

10. Carting survey instruments to site of work. Km. 95.50

11. Providing detailed survey for irrigation drainage schemes and preparation of working drawings including

taking open and augur pits, setting and line out of work etc. complete. Km. 2857.80

12. Providing survey of joint measurement work for acquisition of land for irrigation drain including

preparation of plans and schedules including fixing pegs, stone heaps, white washing etc. Km. 1113.75

13. Double leveling to connect G.T.S.B.M.S. and establishing permanent bench marks. Km. 115.40

14. Submergence survey including establish-ments of temporary bench marks to prepare submergence plan

with 1 to 2 m. contour interval to a scale of 1:15000. Ha. 34.60

15. Survey of main canal with falling contour longitudinal section along with tentative alignment. Km. 277.25

16. Survey of longitudinal section / cross section etc. for alternative dam sites and longitudinal sections and

cross sections of river / nalla. Km. 207.95

17. Detailed survey for dam or weir site finally approved and leveling and mapping to the extent of 3.0 m.

higher than top of dam on either flanks and 300 m. U/S and 450 m. D/S of dam, important topographical

features like outcrops of rocks, pools, shells of sand, gravel, summer water courses etc. map to be

produced with

0.5 m. contour interval and to a scale of 1:2500.

Km. 17467.85

18. Detailed survey of dam site vicinity (about 3 to 5 Km.) in all directions from the axis of dam, to include

dam site, proposed colony site, borrow area for soil, rubble and other quarries, quarry roads etc. to a

scale of 1:5000 with contour interval of 1.5 m.

Sq.Km. 12130.75

19. Establishing permanent bench marks in command area, submergence area and at dam complete. No. 2068.90

20. Fixing alignment pillars at alternative dam site considered. No. 189.75

21. Fixing permanent theodolite pillars at the site finally selected. No. 2068.90

22. Contour survey of the command area including preparation of contour plan at contour interval of 1.0 m.

and scale of plan 1:5000 . Ha. 55.35

23. Detailed alignment survey of main canal and rising main of lift and branches including investigation of

alternative, taking cross sections for final alignment. Km. 2021.70

24. Detailed alignment survey of distribution system including transferring the tentative alignment from the

contour maps to the fields, taking longitudinal section, working out alternative and finalising the Km. 1010.85

Untitled Document


alignment.

SECTION-11 : MAINTENANCE & REPAIRS

Item.

No.Description of Item Unit

Rates in Rs. for2008-09

Completed Labour

1. Dismantling stone masonry in cement mortar including stacking the material as directed with 15

m. lead and 1.5 m. lift etc. complete.Cum 92.75 --

2. Dismantling the old lime concrete or cement concrete including stacking the material as directed

with 15 m. lead and 1.5 m. Lift etc. complete.Cum 92.75 --

3. Dismantling R.C.C. Works and removing the stuff to a distance of 15 m. and 1.50 m. lift stacking

etc. complete as directed.Cum 168.65 --

4. Cleaning, cutting thorny shrubs bushes, grass as directed with 15 m. lead and lift upto 1.5 m. Sq.m. 1.10 --

5 Cutting down trees including cutting trunks and branches and stacking the material as directed

with 15 m. lead and lift upto 1.5 m. etc. complete material as directed.

(a) Girth between 30 cm. to 60 cm.

(b) Girth between 60 cm. to 90 cm.

(c) Girth between 90 cm. to 1,5 m.

(d) Girth between 1.50 m. to 3.00 m.

(e) Girth between 3.00 m. to 4.50 m.

No.

No.

No.

No.

No.

95.00

115.70

222.35

286.50

418.10

--

--

--

--

--

6 Numbering road and canal sites trees including painting etc. complete. No. 6.90 --

7 Removing dry silt from the canal bed and stacking as directed with 1.5 m. lead and 1.50 m. lift

etc. complete.Cum 25.15 --

8 Removing wet silt from canal bed with 15.00 m. lead and 1.50 m. lift including depositing the

excavated stuff as directed.Cum 37.10 --

9 Removing old paint from steel and other surface with flame, cleaning and making the surface even

including scaffolding etc. complete.Sqm 18.40 --

10 Providing and applying Primer Red Oxide Paint in two coats including surface preparation,

chipping the welding, cleaning spatters, dust etc. complete.Sqm 68.95 --

11 Providing and applying anticorrosive coal tar black paint IS 290-1961 in two coats including

surface preparation, chipping the welding, cleaning spatters, dust etc. complete.Sqm 115.85 --

12 Providing and applying anticorrosive H.D. black paint for upstream side in two coats including

surface preparation, chipping the welding, cleaning spatters, dust etc. complete.Sqm 133.90 --

13 Providing and applying two coats of flat oil paint of approved colour & shade to internal /

external plastered surfaces including scaffolding if necessary cleaning and preparing surfaces

excluding primer paint.

Sqm 36.15 --

14 Providing and applying two coats of flat oil paint of approved colour to the old structural steel

work and iron work previously painted including scaffolding if necessary cleaning and preparing

surface excluding primer coat etc. complete.

Sqm 33.95 --

15 Providing and applying two coats of lead/zinc base oil paint / bitumiout paint of approved colour

and shade to wood work / fiber boards previously painted including scaffolding if necessary,

preparing surface excluding primary coat etc. compl.

Sqm 34.60 --

16 Providing and applying coal tar in one coat on previously painted wood work including preparing

the surface scaffolding etc. complete.Sqm. 6.70 --

17 Applying geru wash and white wash to canal road side Km. stones / Boundary stones / Chain-age

stones / bottom of trees, etc.No. 16.35 --

18 Repairs to outlet gate of various sizes including, welding, replacement of outlet leaf stem rod,

frame etc. complete. (This rate is applicable only to the quantity of M.S. Material replaced or

added.)

MT 88349.05 --

Untitled Document


19 Removing M.S. needles from the K.T. Weir opening before onset of the monsoon for Passing the

flood water through the K.T. Weir openings including conveying the same upto the river banks,

stacking the same as directed with all leads and lifts etc. complete.

No. 76.90 --

20 Transportation of M.S. Needles from the river bank to the store shed / safe place or from store

shed / safe place to river bank by Bullock cart including loading unloading and stacking as

directed with all leads and lifts etc. complete.

Half

Km.4.60 --

21 Repairs to M.S. Needle of K.T. Weir including Providing, & replacement of the M.S. skin plate

of the needles M.S. Bars braces, M.S. Angles frames etc. as per requirement including giving

desired shape welding as per drawing cutting, bending with lead upto 15 m. and lift upto 1.50 m.

etc. complete.

(Rate Analysis is worked out as per Mechanical D.S.R. of fabrication work and erection @ site.)

MT 88349.05 --

22 Providing, supplying and applying 1 coats of red oxide to the steel structure as a primary coat

including cleaning, scrubbing for preparing the surface to apply paint with lead upto 15 m. and lift

upto 1.50 m. etc. complete for one needle.

Sqm 68.00 --

23 Fixing of. M.S. Needles in weir openings after offset of the monsoon for storage of water from

post monsoon river flow using cement, wooden pegs, Dungry cloth and empty cement bags etc.

with all leads and lifts etc. complete.

No. 243.55 --

24 Cleaning by re-drilling the vertical porous drain pipe including removing of leaching material,

grout material if any inside of the V.P.D. etc. complete with all leads and lifts. (Vertical upward

drilling)

a) From 0 to 5 m.

b) From 5 to 10 m.

c) From 10 to 15 m.

d) From 15 to 20 m.

Rmt

Rmt

Rmt

Rmt

3910.30

4301.35

4692.35

4887.85

--

--

--

--

25 Providing and applying in single coat of Sunpoxy 358 Resin and Hardener of approved quality as

Primer coat on the surface of old UCR masonry / concrete etc. complete.Sqm 195.25 --

26 Providing and applying of Epoxy Mortar layers to Monolith joint of Masonry Dam with all lead &

lift etc. complete.Kg. 118.20 --

SECTION-12 : MISCELLANEOUS ITEMS

Sr.No.

Item Unit

Rates in Rs.

Completed Item

2008-09Labour

1. Providing and fixing in position jungle wood needles including providing, spreading, scraping and

tarring two coats with coal - Tar as directed etc. complete.Cum 13649.70 384.55

2. Providing and fixing screw type M.S. gates of specified size for canal and distribution system,

without wheel (socket and removable handle driven arrangement) including material, fabrication,

oil painting, erection etc. complete.

A) Gates size 300 x 300 mm. with frame and height of stem rod 1.5 m. (weight not less than 61

kg.)

B) Gates size 450 x 450 mm. with frame and height of stem rod 1.2 m. (weight not less than

99.65 kg.)

C) Gates size 600 x 600 mm. With frame and height of stem rod 4.5 m. (weight not less

than218.05 kg.)

D) Gates size 600 x 600 mm. without frame and height of stem rod 4.5 m. (weight not less than

136.44 kg.)

E) Gates size 900 x 900 mm. without frame and height of stem rod 4.5 m., (weight not less than

370.62 kg.)

No.

No.

No.

No.

No.

6206.00

10104.00

22028.00

13806.00

37399.00

--

--

--

--

--

Untitled Document


3. Providing mild steel needles of size 2.15 x 0.50 m. for K.T. Weir from 10 SWG / M.S. sheet

including material, labour, fabrication and 2 coats of anti-corrosive paint etc. complete.Sq.m. 7324.00 --

4. Drilling 35 mm. dia holes for anchoring in rock and fixing 25 mm. dia. steel anchor excluding

cost of grouting and anchor bar including flushing the holes, conveying all machinery equipment

and necessary watering etc. complete.

Rmt. 721.65 --

5. Drilling 75 mm. dia hole in masonry and rock by diamond drilling for foundation, gallery flour

etc. at required depth including flushing the hole including conveying all machinery equipment

and necessary watering etc. complete.

Rmt. 2543.95 --

6. Drilling 52 / 57 mm. dia grout holes by percussion drilling through masonry, rock etc. in stages as

directed including cleaning and flushing the drilled holes, conveyance of all material and

equipments for other ancillary operations etc. complete.

Rmt. 1145.80 --

7. Providing and injecting cement grout for required proportion in the drilled holes at required

pressure including supplying, conveying, cement, water proofing compound, plastisizer etc. with

packer system etc. complete.

M.T. 13834.70 --

SECTION-13 : RATES FOR MATERIALS

Sr. No. Item Unit

Rates in Rs. for 2008-09

Earthwork ItemsOther

Items

1. Blasted rubble on quarry each stone weighing upto 45 kg. Cum 80.70 87.60

2. Blasted dressed headers 15 to 18 cm. square and 60 cm. long on quarry. 100 No. -- 1455.00

3. Through stone on quarry 100 No. -- 659.00

4. Face stone (Khandki) 20 cm. size

on quarry.100 N0. -- 438.00

5. Face stone (Khandki) 25 cm. size

on quarry.100 N0. -- 580.00

6. Trap stone for coping, of size

30 cm. x 45 cm. x 23 cm. oversize.No. -- 29.15

7. 10 mm crushed metal on quarry. Cum -- 350.15



10 80 mm crushed metal on quarry. Cum -- 142.25

11. Screened and washed natural sand

at source.Cum -- 200.00

12. Gravel at source. Cum 32.45 32.85

13. Shalitex super expansion pad

12 mm thick.Sq.m. -- 489.25

14. Shalitex sealing compound Kg. -- 63.65

15. Cement in jute / polythene bags

(0.035 cum) Ex-factory of nearest railway station. (Pl. see note below)Bag -- 250.00

16. Wire nails Ex-shop Kg. -- 43.05

17. Wire for binding Kg. -- 54.35

18. Copper plate Ex-shop Kg. -- 450.45

19. Plain G.I. sheet ex-shop 24 B.W.G. (tested) M.T. -- 65079.86

20. Conventional bricks 1000 Nos. -- 2002.45

21. Iron nuts and bolts Kg. -- 75.15

Untitled Document


22. Jungle wood bullies 100 mm. dia. m. 58.95 59.50

23. Non teak seasoned wood Cum -- 11422.75

24. Oil Paint Kg. -- 250.25

25. Geletine (Ordinary) Kg. 114.40 --

26. Detonators (Ordinary) No. 4.90 --

27. Lead wire / fuse wire m. 3.90 --

28. Structural steel, plates, etc. M.T. -- 46730

29. Mild steel M.T. -- 42430

30 Tor steel M.T. -- 46360

31 Coal tar Kg. -- 25.00

32. Primer to asphalt pad Lit. -- 37.55

33. Polythene film 200 gauge Kg. -- 188.05

34. Coir Kg. 48.90 49.95

35. Water 1000 Lit. 20.30 21.95

36. Crushed sand Cum 643.00

37. Steel sheet MT 43200

38. R.C.C. Pipes and collars (See Annexure-1 on separate page)

Note : The basic rate of materials adopted while preparing rate abstracts of

items are inclusive of VAT.

Notes :

1. The cement rate is ex-factory plus charges of cement transportation from the factory to the nearest railway station. The delivery point

for steel is at Kalamboli (Mumbai).

2. The charges for loading the cement into the wagon at the nearest railway station from the factory are included above in the above rate.

3. The material cost is inclusive of all taxes.

4. While preparing the rate analysis, the difference between issue rate / market rate and CSR rate shall be considered in case of cement

and steel

5. For increase / decrease in case of rates of construction materials, the prevailing procedure being adopted by the PWD should be

followed.

6. The lead charges for cement and steel may be considered from the nearest route to work site.

ANNEXURE - 1

SPIGOT SOCKET ENDED R.C.C. PIPES RATE FOR SUPPLY OF ONE FULL PIPE WITH ONE RUBBER RING

Dia. in mm. NP-2 Class NP-3 Class NP-4 ClassP-I

ClassP-II

ClassP-III

Class

2.0 Mtr. Length

80 mm. 413.60 440.05 501.05 426.75 494.50 496.45

100 mm. 468.20 487.05 560.35 500.25 507.70 601.15

150 mm. 487.05 541.60 688.35 560.35 639.30 799.25

200 mm. 545.35 725.75 846.30 605.55 848.15 1006.05

225 mm. 567.90 818.00 975.85 713.20 1092.60 1150.85

250 mm. 622.45 917.80 1120.85 797.30 1179.05 1481.95

2.5 Mtr. Length

300 mm. 910.20 1171.60 1365.35 1001.30 1382.25 2064.90

350 mm. 1412.35 2222.80 2343.25 1263.80 1910.70 3330.65

400 mm. 1482.75 2901.75 3072.85 1456.30 2846.10 3798.65

Untitled Document


450 mm. 1717.00 2922.40 3118.10 2081.70 3366.35 4863.25

500 mm. 2155.10 3860.90 2930.45 2457.85 4163.80 5795.90

600 mm. 2740.00 4048.95 4186.20 3300.45 4509.35 8662.10

700 mm. 3371.90 6211.55 6803.90 4300.85 8556.65 11441.45

800 mm. 3778.05 7964.30 8851.95 5461.15 11010.75 15697.05

900 mm. 4716.40 8928.35 8810.65 6713.70 13690.75 --

1000 mm. 5756.50 9011.80 12560.40 8475.90 16383.65 --

1100 mm. 7452.75 11496.15 14790.90 11229.00 -- --

1200 mm. 7896.60 13718.65 19877.80 11719.70 -- --

1400 mm. 10581.40 22237.45 28443.90 -- -- --

1600 mm. 11729.25 29963.40 39206.20 -- -- --

1800 mm. 20665.75 31287.25 45510.30 -- -- --

The above rates are fixed and firm and are inclusive of free delivery at consignee site / stores, loading, unloading, stacking, insurance,

excise duty, VAT, excluding Octroi.

SECTION - 14 : RATES FOR LABOURS (2008-09)

Sr. No. Item Unit Rates in (Rs.) for 2008-09

1. Black smith with tools – IInd class Per day 159.00

2. Stone cutter with tools - semi-skilled Per day 160.00

3. Mason – Ist class, skilled Per day 188.00

4. Mason – IInd class, skilled Per day 161.00

5. Carpenter – Ist class, skilled Per day 188.00

6. Carpenter – IInd class, skilled Per day 161.00

7. Plumber with tools - skilled Per day 173.00

8. Glazier with tools - skilled Per day 173.00

9. Tin smith with tools - semi-skilled Per day 159.00

10. Painter– Ist class, skilled Per day 167.00

11. Painter– IInd class, skilled Per day 161.00

12. Head Fitter with tools, skilled Per day 162.00

13. Mechanic Per day 167.00

14. Lorry Driver / Mixer operator Per day 167.00

15. Welder / driller, skilled Per day 167.00

16. Polishman, semiskilled Per day 159.00

17. Asst. plumber, skilled Per day 161.00

18. Mistry skilled / supervisor Per day `167.00

19. Vibrator operator, skilled Per day 161.00

20. Skilled labour Per day 161.00

21. Boreman, skilled Per day 161.00

22. Asphalt sprayer, skilled Per day 161.00

23. Miner or Blaster, semiskilled Per day 159.00

24. Quarry man, semiskilled Per day 159.00

Untitled Document


25. Painter (white washer), semi-skilled Per day 159.00

26. Labour for Exc. in hard rock Per day 155.00

27. Tile turner, semiskilled Per day 159.00

28. Mazdoor for polishing Per day 159.00

29. Bar bender, skilled Per day 159.00

30. Bhisti (mixing / curing), semi-skilled Per day 159.00

31. Mukadam, semi-skilled Per day 159.00

32. Tar handler, semiskilled Per day 159.00

33. Helper, unskilled Per day 155.00

34. Tree cutter, semiskilled Per day 159.00

35. Navaghani Per day 159.00

36. Mazdoor, unskilled Heavy / male Per day 159.00

37. Mazdoor, unskilled Light / female Per day 155.00

38. Below boy Per day 155.00

39. Fitter Ist class with tools, skilled Per day 167.00

40. Fitter IInd class with tools, skilled Per day 161.00

41. Gunman for guniting Per day 161.00

42. Lab. assistant Per day 161.00

43. Labour for tile turning Per day 155.00

44. Excavator, heavy, unskilled Per day 155.00

45. Breaker, semiskilled Per day 159.00

46. Hole driler, semi-skilled Per day 159.00

47. Chiseler, semi-skilled Per day 159.00

48. Foreman, skilled Per day 161.00

49. Bandhani, semiskilled Per day 159.00

50. Engraver for lettering, skilled Per day 162.00

51. Frabi, weld, drilling steps Per day 161.00

52. Khalashi / divers Per day 203.00

53. Jack hammer operator Per day 167.00

54. Electrician Per day 167.00

55. Belder, skilled Per day 167.00

56. Labour for traffic regulations Per day 155.00

57. Watchman Per day 155.00

58. Compressor operator / driver Per day 167.00

59. Supervisor Per day 167.00

SECTION-15 : RATES FOR LOADING AND UNLOADING OF CONSTRUCTION MATERIALS INTOTRUCK / TIPPER

Sr. No. Construction Material Unit Rate in Rs. for 2008-09

1. Metal Cum 18.90

Untitled Document


2. Rubble Cum 16.50

3. Soil / Murum Cum 12.35

4. Natural Sand Cum 12.35

5. Bricks One Thousand 51.30

6. Cement Ton * A) 32.40

B) Prevailing Hamal Panchayat rates

C) 17.60

7. C.G.I. Sheets Ton 34.40

8. A.C. Sheets Ton 34.40

9. R.C.C. Pipes Ton 34.40

10. Ballies and Bamboo Ton 34.40

11. Wood Cum 34.40

12. Mangalore Tiles One Thousand 51.30

13. Shahabad Tiles Ton 34.40

14. Maxphalt Ton 34.40

15. Water 1000 Lit. 6.50

A) The rate of Rs. 32.40 per ton is for loading and unloading of cement at cement factories.

B) For Railway stations where Hamal Panchayat rates are prevailing, the same are to be taken.

C) The rate at other places is to be adopted at Rs. 17.60 per ton.

SECTION-16 : RATE FOR MATERIAL TRANSPORTATION

STATEMENT `A’ FOR 2008-09Extra Rate for Additional Lift by Head Load

(Govt. C.S.R. Item No. 17)One meter lift is considered as 12.5 m. lead, Unit : One cum.

Lift (m.) Corresponding Lead (m.) Lift Charges (Rs./Cum.)

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

10.0

12.50

18.75

25.00

31.25

37.50

43.75

50.00

56.25

62.50

68.75

75.00

81.25

87.50

93.75

100.00

106.25

112.50

118.75

125.00

3.65

4.60

5.25

6.30

7.05

7.90

8.75

9.85

10.50

11.25

12.40

13.40

14.00

14.85

15.85

16.45

17.35

18.40

19.05

Note : For every one meter additional lift beyond 10 meters, the lift charges at the rate

of Rs. 1.55 per cubic meter shall be adopted.

Untitled Document


STATEMENT `B’ For 2008-09Lead Statement (for one cubic meter)

Extra Rate for every additional 10 m. Lead by Head Load upto 150 m.(Govt. C.S.R. Item No. 16)

Lead in m. (d) Rate in Rs./Cum

10

20

30

40

50

60

70

80

90

100

110

120

130

140

150

3.40

4.82

6.10

7.60

8.75

10.25

11.55

12.95

14.25

15.85

17.10

18.60

19.90

21.20

22.60

Note : For every Ten meter additional lead beyond 150 meters, the lead charges

of Rs. 1.55 / Cum shall be adopted.

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