Maharashtra Jeevan Pradhikaran Rate Analysis 2012 2013

1GENERAL NOTES

MAHARASHTRA JEEVAN PRADHIKARANKONKAN REGION

SCHEDULE OF RATES FOR THE YEAR 2012-13GENERAL NOTES

1 These rates are applicable to all MJP works in the KONKAN REGION with effect from24-12-2012 .

2 Rates for all items are inclusive of all taxes, levied by Central, state govt. and local bodies (excludingocrtoi). Labour rates are inclusive of VAT & EPF 12.5 %.

3 For all completed items, initial lead of 5 kms. including loading, unloading is considered formaterials like sand, bricks, metal, stone, reinforcement. Following quantities shall be considered foradditional lead charges beyond 5 Km for material required for concrete and reinforcement for structures.

(A) ESR Staging (M) Concrete ReinforcementCapacity (Lit) Qty (Cum) Qty. (MT)

20,000 12 27.40 2.1430,000 12 32.70 2.5540,000 12 37.80 2.9550,000 12 41.90 3.2760,000 12 46.40 3.6270,000 12 51.20 3.9975,000 12 53.00 4.1380,000 12 56.00 4.3790,000 12 62.40 4.87

1,25,000 25 107.40 8.381,50,000 12 89.80 7.001,60,000 12 94.30 7.361,75,000 16 117.60 9.172,00,000 20 143.60 11.202,00,000 25 157.00 12.252,50,000 25 177.00 13.813,00,000 25 206.00 16.07

Note : Spiral staircase not considerd, SBC-5 MT / Sqm. Seismic Zone-IV is Considered

2GENERAL NOTES

(B) GSR Concrete ReinforcementCapacity (Ltr) Qty. (Cum) Qty. (MT)

25000 13.58 0.9448

50000 18.45 1.5856

75000 30.45 2.0952

100000 39.31 2.7072

150000 54.699 3.7780

200000 73.313 11.9000

300000 95.092 6.5770

500000 143.277 9.8740

1000000 222.441 15.4180

(For WTP/STP works, quanities of cempleted/ongoing works shall be considerd)

4 These rates are applicable to water supply and sewerage schemes andits allied works only. Items required for general construction, buildings, roads,Irrigation Works etc. shall be adopted from the current schedule of rates ofP.W.D.

5 For works in Brihanmumbai Municipal Council Limit, the CSR of B. M. C. shall beused.

6 For mechanical and electrical items related to water supply and sewerageschemes, CSR for 2011-2012 prepared by Superintending Engineer (Mechanical), Maharashtra Jeevan Pradhikaran shall be adopted.

3GENERAL NOTES

7 Following increase in % over normal schedule of rates of M.J.P. for 2011-2012will be applicable. (Ref. PWD GR. No. DSR/1091/CR-6577/Planning-3,dated 08/07/2003)

8. In case the area of work, lies under, the categories more than one mentioned atSr. No. 7, the higher percentage increase shall be made applicable. This additionalpercentage is only on completed item of work and not applicable to items ofproviding. If material to be supplied by departmentaly, then basic rate of suchmaterial shall be incresed by above percentage accordingly.

9. The hilly inaccessible areas and Tribal areas shall be got confirmed from thecircular Nos.(1)1089/CR-66/Plan-19,DT.23/11/1990 and (2) 1094/P-36/K-1455dt.02/09/1994,of Planning department of Govt. Of Mahatrashtra. ( andammendment thereof ).

Catagaries % Increasea Works in Corporation area. 5%

b Works in Municipal areas. 2%

c Works in tribal area / hilly and inaccesible areas / MMRDA 10%

d Prison / Jail area. 15%

e Defence area. 20%

f Raj Bhavan / Malbar Hill (Mumbai) 20%g Excavation for pipeline work along National Highway. 10%

h Excavation for Dist.system pipe lines,Sewerage system in towns. 10%

4GENERAL NOTES

This schedule of rates is based on following basic rates for importantmaterials.

Material Rate in Rs. Per MT.

a Cement 63,000/-

b Mild Steel 46,000/-

c Tor Steel 45,712/-

d Structural Steel 48,875/-

e M. S. Plate 49,000/-

10. Details of standard cement consumption and standard weight of variouspipes are incorporated in this CSR .

11. 10 % of cost of items of water retaining structures, such as GSR/ESR/MBR shall be retained till satisfactory hydraulic testing as per IS code.

12. 10 % of cost of total sub-work of pipeline work shall be retained tillsatisfactory hydraulic testing is given as per IS code.

13. In case of supply of pipes / valves etc. by contractor, only 85%payment shall be released after supply and 15% after satisfactoryhydraulic testing.

5GENERAL NOTES

14. AC / PVC pipes shall not to be used in Urban Areas.

15. Provision for octroi charges for pipes,specials and valves is not considered inthe CSR 2010-2011. Provision of 4 % of cost of pipes ,specials and valves tobe used in corporation area shall be made while framing the estimate.

16. For use of ready mix cement concrete, prior permission of the ChiefEngineer must be obtained.

17. Provision for insurance of work is considered in Rate analysisn of CSR 2011-2012.

18. Rates given in this CSR are for estimation purpose only

19. The Sluice valves / Butterfly valves / Air valves and reflux valves (NRV) should beof approved makes of M.J.P. only.

20. Excise duty is exempted for equipments (Gears, Motors, Tube Settles) used for W.T. P.

21. As per notification no. 26/2009- central excisc dated 4/12/09

a) Pipes needed for delivery of water from its source to the plant (including the cleartreated water reservoir if any thereof) and from there to the first storage point.

b) Pipes of outer diameter exceeding 10 cm when such pipes are internal part of thewater supply projects.

c) All the items of machinery, including instruments, apparatus and appliances, auxiliaryequipment and their components / parts required for setting up of water treatmentplants.

6GENERAL NOTES

22. The detailed rate analysis shall be prepared for the work of Matheran Hill station,Raigad Fort and Gharapuri Island the same shall be got approved form the concernedsuperintending Engineer.

23. As per Govt. Circular No. DSR-1090/CR-6453/PLN-3 dated 14.7.1993 1% forlabour amenities is not considerd in the DSR except concrete item while arriving therates.

24. As per Govt. in industries & power G. R. No. BCA-2009/CR-108/Labour 7-Adated 17.6.10 1% cess on labour welfare is not considered in the DSR while arriveingthe rates.

25. All rates are inclusive of Royalty charges as per circular No ieewKeefve 10/1009/ He. ke. 309/Ke / dt. 11.2.2010.

26. As per Government Notification No. 25/2012 Service tax dated 20 june 2012 pointno 12E Service tax exempted for pipeline, conduit or plant for i) Water supply. ii)Water treatment or iii) Sewerage treatment or disposal. Hence service tax is notconsiderd in rate analysis.

27. The rates of excavation for O & M works where limited working space is availableand work is required to be carried out on emergency basis, the rate should beadopted as per the actual rate analysis which shall be approved by concerned S. E.for that particular work only.

7UnitDescriptionSr. No.

1 2 3 4 5

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

SECTION - A: MATERIALS


Alum Grade I Ex-factory M.T.

Binding Wire Kg.

Black enemal paint Anti corrosive Ltr

Bricks No

Bullies, Struts (125 mm dia 1.5 M long) rmt

CCTW planks (3 x 6) rmt

Cement (Bags) Bag

Cement (M.T.) M.T.

Cement Sulphar Resistant M.T.

Charcoal Kg

Corrosion Resistant steel M.T.

Diesel Lit

Epoxy paint Kg

Fuse No

Gun Powder Kg

Liquid chlorine 100 kg Deptt Container . No.

Liquid chlorine 100 kg supplier Container No.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8200.00

64.00

189.00

4.60

164.00

71500.00

315.00

6300.00

6840.00

33.00

51000.00

51.00

450.00

22.00

135.00

2300.00

2500.00


1 2 3 4 5

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

16000.00

249.55

50.60

46000.00

46.00

48.30

49.00

110000.00

70.00

70.00

217.00

260.00

74.00

100.00

375.00

20500.00

48875.00

1500.00

Liquid chlorine 900 kg Deptt Container at site No.

LubricantOil lit

M.S.angle(50x50x6mm) Kg

M.S.Bars M.T.

M.S.Bars Kg

M.S.Flats (40 mm x 3 mm) Kg

M.S.plate Kg

Maganafloc coagulant aid M.T.

Mild steelGrill ready Kg

Mildsteel grill railing Kg

Mobile oil Lit

Murum Cum

Nails Kg

Nutbolts Kg

Oxygen Gas (Refill) Cylinder

Polling board Cum

R.S.Joist channel etc M.T.

Rapid sand Gravity filter sand At Source Cum


1 2 3 4 5

36.

37.

38.

39.

40.

41.

42.

43.

44.

45.

46.

47.

48.

49.

50.

51.

52.

53.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1500.00

231.00

231.00

226.00

154.00

154.00

99.00

1552.00

1400.00

110.00

931.00

908.00

874.00

48875.00

16.00

74800.00

45712.00

(Godhara, Gokak, Kanhan, Yesagi sand)

Rapid sand Gravity filter media At Source Cum

Ready mixed Alluminium paint Ltr

Ready mixed lead/zinc paint Ltr

Ready mix oil paint Ltr

Ready mix primer Ltr

Ready mix primer for steel Ltr

Rubber Gasket (8 mm thick) Kg

Sand at source cum

Kasarde sand (for mortar lining work) @ source Cum.

Spun Yarn Kg

Stone Aggregate 10 mm Cum



Structural Steel M.T.

T.C.L.(bleaching poweder Gr.I) (25kg pack) Kg

Teak wood Cum

Tor Steel M.T.

10

UnitDescriptionSr. No.

1 2 3 4 5


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

Walling ( 100x100mm) Cum

Welding Rod Having weight 5.25kg Box

White cement Kg

White lead Kg

Wire Kg

Plywood Commercial 12 mm thick Waterproof for

centering (Taken in analysis for RCC items only) Sqm

Coarse Sand Cum

Rubble Cum

54.

55.

56.

57.

58

59.

60.

61.

20350.00

1370.00

33.00

150.00

77.00

730.00

800.00

402.00

11

SECTION - B - LABOUR AND MACHINERY


1 2 3 4 5

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

Assistant fitter

Bandhani

Bhisti (with pakhal)

Black smith (II) Class

Breaker

Carpenter (1st class)

Carpenter (IInd class)

Chiseller

Excavator

Fitter (1st class)

Glazier

Helper

Hole driller

Mason (I st class)

Mason (II nd class)

Mazdoor (female)

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

SECTION - B: LABOUR AND MACHINERY

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

333.00

333.00

273.00

333.00

333.00

433.00

333.00

333.00

333.00

399.00

333.00

290.00

333.00

433.00

363.00

290.00

12


SECTION - B: LABOUR AND MACHINERY

1 2 3 4 5

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

Mazdoor (heavy)

Mazdoor (light)

Mazdoor (male)

Maistry

Mukadam

Painter (for colouring)

Painter

Polisher

Pump driver

Stone cutter or dresser

Tile layer

Welder

Welder for Pipe-line

White washer

Tile turner

Vehicle Driver ( Light )

Electrcian

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

315.00

290.00

290.00

333.00

333.00

333.00

399.00

333.00

363.00

333.00

433.00

433.00

433.00

333.00

333.00

333.00

399.00

13SECTION - B: LABOUR AND MACHINERY

MACHINERY


1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

Day

Day

BHP/Day

Day

Day

Day

Day

Day

Day

Day

Hour

Hour

Hour

Day

Day

Day

Day

Day

Day

1 2 3 4 5

Rent for polishing machine with crew

Rent charges for Chain pulley block with tripod.

Rent charges for pump excluding operator & fuel.

Rent charges for Mechanical Mixer with fuel & Crew.

Rent charges for Vibrator with fuel & Crew.

Plate Bender.

Rent charges for welding set with electrical set.

Rent charges for welding set with generator.

Rent for Compressor with fuel

Rent for Concrete breaker & Compressor

Rent for poclain

Rent for Crane

Rent for JCB

Truck hire charges upto 20 km

Truck hire charges for 20 km to 50 km

Truck hire charges for 50 km & above

Jeep hire charges with driver (upto 300km)

Pipe cutter with operator

De sludging/De silting pump

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1017.00

510.00

190.00

2750.00

1000.00

1000.00

1100.00

2400.00

2550.00

2750.00

2500.00

1650.00

1100.00

2750.00

2500.00

2150.00

3000.00

1250.00

2400.00

14

SECTION - C - TRANSPORTATION

SECTION - C: TRANSPORTATION

STATEMENT I

Sr.No.

Item of work. Unit Collecting the railway

receipt etc. & unloading the consignment from railway

wagon & keeping on

railway platform

consignment booked in.

Lifting the material

from railway

platform, loading

Unloading into truck.

Loading the

material into truck from

depart-mental store or site of work.

Unloading the material from truck including

stacking in departmental stores or site

of work.

1 2 3 4 5 6 7 (A) MANUAL HANDLING

(Weight upto & including 300 kg.)

1 C.I./D.I.M.S./H.D.P.E. pipes of all classes upto & including 200 mm dia. Pipes of any length.

M.T. 213.00 257.00 66.00 66.00

2. R.C.C.pipes of all classes upto & including 350 mm dia.

M.T. 214.00 277.00 66.00 66.00

3 A.C.pipes of all classes & dia. M.T. 110.00 154.00 40.00 40.00 4 P.V.C. pipes of all classes & dia. M.T. 110.00 154.00 40.00 40.00 5 All other material such as

C.I.Specials of individual weight upto 300 kg.

M.T. 214.00 277.00 66.00 66.00

6 Mild steel / tor steel / R.S.J. M.T. 137.00 178.00 101.00 101.00 7 Cement / bleaching powder/ Alum. M.T. 64.00 100.00 53.00 53.00

(B) CRANE HANDLING (Materials having individual weight above 300 kg.)

1 C.I./D.I./B.W.S.C./M.S./R.C.C. pipes of all classes having individual weight more than 300 kg. & also other heavy materials, valves, machinery having individual weight more than 300 kg

M.T. 147.00 211.00 155.00 155.00

1) The above rates in col. 1 to 5 are applicable only for Railway clearance purpose and not for other carting.2) The rates given in col.6 to 7 shall be adopted for estimate purpose only, however actual quotations/D-tender will

prevail.3) Irrespective of supply of C.I./D.I. Pipes as per rate contract when pipes are directly supplied by the firms by road

railway freight up to destination station and carting as per schedule from Railway Station to work site is allowed. In such cases rate of Mathadi Kamgar shall not be applicable for carting and normal loading, unloading carting shall be allowed.

ll classes

more than 300

234.00 283.00 73.00 73.00

235.00 305.00 73.00 73.00

121.00 169.00 44.00 44.00121.00 169.00 44.00 44.00235.00 304.00 72.00 72.00

151.00 196.00 111.00 111.0070.00 110.00 58.00 58.00

162.00 232.00 170.00 170.00

26

UnitSr. No.

A.

1.

2.

3.

4.

5.

6.

B.

1.

2.

3.

4.

C.

1.

2.

3.

4.

5.

6.

P.C.C./R.C.C. Works

1 : 1/2 : 1 (M-300) with finishing in CM 1:3 proportion1:1:2 (M-250) with finishing in CM 1:3 proportion1:11/2:3 (M-200) with finishing in CM 1:3 proportion1:11/2:3 (M-200) without finishing1:2:4 (M-150) with finishing in CM 1:3 proportion1:2:4 (M-150) without finishing

Brick Masonry Works

B.B. Masonry - IInd sort in CM 1:6 proportion



Half brick walls in CM 1:4 proportion

Stone Masonry Works

U. C. R. Masonry - IInd sort in CM 1:6 proportion

U. C. R. Masonry - IInd sort in CM 1:4 proportion

Random Rubble Masonry - IInd sort in CM 1:6 proportion

Random Rubble Masonry - IInd sort in CM 1:4 proportion

C. R. Masonry - IInd sort in CM 1:4 proportion

C. R. Masonry - IInd sort in CM 1:6 proportion

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

Cum

9.20 bags

8.50 bags

6.90 bags

6.80 bags

5.90 bags

5.80 bags

1.44 bags

1.62 bags

2.30 bags

0.22 bags

1.77 bags

2.65 bags

1.77 bags

2.65 bags

2.65 bags

1.50 bags

STANDARD CEMENT CONSUMPTION TO BE FOLLOWED FOR VARIOUS ITEMS OF WORKSStandard Cement

ConsumptionItem of Works

SECTION D - CEMENT CONSUMPTION

SECTION - D : CEMENT CONSUMPTION

27

UnitSr. No.

D.1.

2.

3.

E.

F.

Water proofing WorksDamp-proof course 50mm thick in 1:2:4 proportion with bitumen layerW.P. compound.

Integral finishing to newly laid slab in CM 1:3 proportion withW.P. compound.

Water proofing treatment over old slab with W.P. cement slurry as tack coat12 mm thick, W. P. plaster in CM 1:3 proportion, brick bat coba average 9.50cm thick in CM 1:6 proportion and 20 mm thick W.P. cement plaster over itin CM 1:3 proportion and finishing with cement slurry with novelling.

Plastering and Pointing Worksi) 12mm thick plaster

a) CM 1:2 proportionb) CM 1:3 proportionc) CM 1:4 proportion

ii) 20 mm thick plastera) CM 1:2 proportionb) CM 1:3 proportionc) CM 1:4 proportion

iii) 25 mm thick plastera) CM 1:2 proportionb) CM 1:3 proportionc) CM 1:4 proportion

iv) Cement pointing in CM 1:3 proprotionv) Tuck cement pointing in CM 1:3 proportionvi) Sand faced plaster in CM 1:4 proportion including base coat 15 mm thick in CM 1:4 proportion with W.P. compound.

vii) Rough cast cement plaster in CM 1:4 proportion in two coats.Flooring Works

i) I.P.S. flooring - 40 mm thickii) I.P.S. flooring - 50 mm thickiii) Rough Shahabad - any other similar flooring in CM 1:4 proportion bedding.

iv) All types of cement / kadappa / polished / mosaic tiles flooring or skirting / dado set on CM 1:4 proporition bedding.

v) Glazed / ceramic tiles flooring or skirting / dado fixed with plain cement slurry.

Sqm

Sqm

Sqm

SqmSqmSqm

SqmSqmSqm

SqmSqmSqmSqmSqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

0.35 bags

0.06 bags

0.37 bags

0.16 bags0.12 bags0.10 bags


0.34 bags0.25 bags0.19 bags0.03 bags0.05 bags

0.22 bags

0.22 bags


0.18 bags

0.22 bags

Standard CementConsumptionItem of Works


28

STATEMENT SHOWING STANDARD WEIGHTS OF PIPES TO BE FOLLOWED FOR CARTING OFVARIOUS DIAMETERS AND TYPES OF PIPES

(I) C. I. Pipes (IS : 1536-1989)


16.00

19.82

25.82

32.10

47.09

63.45

81.82

103.09

125.45

151.27

177.09

236.00

304.55

341.09

381.00

465.09

558.73

Class of pipes and its weight in Kg. per meter length

Diameter of Pipein mm LA A B

1 2 3 4

80

100

125

150

200

250

300

350

400

450

500

600

700

750

800

900

1000

17.38

21.82

28.18

35.27

51.09

69.09

89.45

111.82

137.09

166.10

192.91

257.64

335.73

372.91

416.00

507.45

610.36

18.46

23.27

30.36

38.00

55.27

74.73

96.91

121.27

140.00

179.27

208.73

275.00

359.45

404.55

450.00

549.80

659.64

29

STATEMENT SHOWING THE TOTAL WEIGHTS OF VARIOUS DIA D. I. K-9 PIPES INCLUDING WEIGHT OF MORTAR LINING PER M LENGTH.II) D. I. PIPES

Nominal dia meter WEIGHT / M LENGTH OF D. I. K-9 PIPES OF4M 5M 5.50 M

1 2 3 480 mm wt. of DI Pipe / M

weight morter/mTotal wt./M.

6 M5

100 mm wt. of DI Pipe /M weight of morter/m

Total wt./M.125 mm wt. of DI Pipe /

M weight morter/mTotal wt./M.

150 mm wt. of DI Pipe /M weight morter/m













Total wt./M.








Total wt./M.

13.001.56

14.5616.251.93

18.1820.502.42

22.92

24.752.90

27.6533.253.88

37.1343.754.84

88.59

55.505.80

61.30

69.2512.1281.37

82.7513.8296.5798.7515.53

114.28

115.0017.26

132.26152.0020.75

172.75

193.7529.45

223.20

217.5031.56

249.06240.7533.69

274.44292.7537.89

330.64

349.7542.08

391.83

13.001.5614.5616.001.9317.9320.002.4222.42

24.202.9027.1032.603.8836.4843.004.8447.84

54.605.8060.40

68.0012.1280.12

81.4013.8295.2297.0015.53

112.53

112.8017.26

130.06149.0020.75

169.75

189.8029.45

219.25

213.0031.56

244.56235.8033.69

269.49286.2037.89

324.09

341.6042.08

383.68

12.911.56

14.4716.001.93

17.9320.002.42

22.42

24.182.90

27.0832.543.88

36.4242.734.84

47.5754.185.80

59.9867.4512.12

79.57

80.9113.8294.7396.3615.53

111.89

112.0017.26

129.26147.8220.75

168.57

188.3629.45

217.81

211.4531.56

243.01233.8233.69

267.51283.8237.89

321.71

338.5542.08

380.63

12.671.56

14.2315.861.93

17.7919.832.42

22.25

24.002.90

26.9032.333.88

36.2142.504.84

47.3453.835.80

59.63

67.1712.1279.29

80.3313.8294.1595.8315.53

111.36

111.5017.26

128.76147.0020.75

167.75

181.7029.45

211.15

210.0031.56

241.56232.3333.69

266.02281.8337.89

319.72

336.1742.08

378.25

Note : These weights are as per the Circular issued by Superintending Engineer (HQ) vide lt.No. MJP/10-2000 / SE (H/Q) / DI/15/AMDT/Stores/255 Dt. 26-6-2000.

1) Barrel Mass as per IS : 8329 - 19942) Socket Mass as per IS : 8329 - 19943) Cement Motar Lining Weight as per ISO : 4179 -1985.


30

Diameter ofPipe in mm

1

80

100

125

150

200

250

300

350

400

450

500

600

STATEMENT SHOWING STANDARD WEIGHTS TO BE FOLLOWED FOR CARTING OFVARIOUS DIAMETERS AND TYPES OF PIPES

(III) M. S. Pipes

Note : Weight of M. S. Pipes is to be computed by considering density of steel as 7850 Kg./Cum consideringthe diameter and thickness of plate used for manufacturing of M. S. Pipes.

(IV) A. C. Pressure Pipes (ISO-160)

Class of pipes and its weight in Kg. per meter lengthClass 5 Class - 10 Class - 15

2 3 5

6.00

7.60

9.57

11.87

15.57

19.25

24.97

39.77

49.20

56.92

72.84

102.50

6.20

7.70

9.80

12.20

19.30

25.20

32.30

47.52

60.20

70.27

89.54

137.32

6.40

8.20

11.00

15.30

25.60

32.70

45.10

55.27

71.36

83.63

104.25

148.35

Class - 204

6.80

10.30

13.30

19.00

32.70

41.50

58.10

71.42

93.10

111.37.

136.52

193.16


31

(V) P.V.C. Pipes (IS :4985-1988)

Class of pipes and its weight in Kg. per meter lengthDiameter of Pipe inmm

4.00 Kg/Sq.cm1 2 3637590110140160180200225250280315

0.470.670.921.322.132.783.564.265.486.638.34

10.55

0.670.931.331.893.103.925.077.007.84

10.1912.1615.37

1.011.442.053.084.996.568.10

10.2012.5615.3119.8025.00

46.00 Kg/Sq.cm 10.00 Kg/Sq.cm

(VI) R. C. C. Pipes

Diameter of Pipe in

mm

11001502002503003504004505006007008009001000

Class of pipes and its weight in Kg. per meter length

P-13 4 7

23.5633.0042.1051.8474..6492.28104.16127.92141.36192.96225.59257.82290.00322.28

23.5633.0042.1075.18117.10168.10208.10235.23261.37313.64365.92418.19470.47510.00

21.2029.4037.9067.60

105.40151.30187.30211.70235.23282.27329.32376.30423.00459.00

621.2029.4037.9077.20119.10170.20212.40240.80270.50320.20370.90425.40482.30531.40

P-2 P-3 NP-2 NP-35

NP-42

21.2029.4037.9057.1092.25

120.80152.60169.90206.90275.10293.20310.60350.60399.80

23.5633.0042.1063.40102.50134.30169.60188.70229.90305.70325.80345.19389.58443.98


32

(VII) P.S.C. Pipes of all classes and B. W. S. C. pipes of all classes


Diameter of Pipes in mm

100

150200225250

300

8.70 Kg/Each15.00 Kg/Each20.85 Kg/Each23.70 Kg/Each27.57 Kg/Each43.60 Kg/Each

Weight of 0.60 M long pipe in Kg per pipe(VIII) Stoneware Pipes

Diameter of Pipes in mm

1520253240506580100125150

Class of Pipes and its weight in Kg. per meter length

(IX) G. I. Pipes

Light (Blue) Medium (Yellow) Heavy (Red)0.961.422.032.613.294.185.926.9810.20

---

----

1.231.592.403.173.655.166.638.6412.4016.7019.70

1.461.912.993.974.476.248.0210.3014.7018.3021.80

Diameter of Pipes in mm350400450500600700800900100011001200130014001500160017001800

197.50 Kg/m240.00 Kg/m257.50 Kg/m292.50 Kg/m375.00 Kg/m432.50 Kg/m582.50 Kg/m705.00 Kg/m825.00 Kg/m947.50 Kg/m1115.00 Kg/m1190.00Kg/m1370.00 Kg/m1560.00Kg/m1767.50 Kg/m1987.50 Kg/m2205.50 Kg/m

Weight of pipe per meter length for all classes.

33


1 2 3 4 5

1.

2.

3.

4.

5.

6.

Excavation for foundation / pipe trenches in earth, soils of all types,sand, gravel and soft murum, including removing the excavated ma-terial upto a distance of 50 metres and lifts as below, stacking andspreading as directed, normal dewatering, preparing the bed for foun-dation and excluding backfilling, etc. complete.

Lift 0 to 1.5 M (Bd-A-1/259)Excavation for foundation / pipe trenches by all means in hardmurum including removing the excavated material upto a distance of50 M and lifts as below, stacking and spreading as directed by Engi-neer-in-charge, normal dewatering, preparing the bed for foundationand excluding backfilling, etc. complete.

Lift 0 to 1.5 M (Bd-A-2/259)Excavation for foundation / pipe trenches in hard murum and boul-ders, W.B.M. road including removing the excavated material upto adistance of 50 M beyond the area and lifts as below, stacking andspreading as directed by Engineer-in-charge, normal dewatering, pre-paring the bed for foundation and excluding backfilling, etc. com-plete.

Lift 0 to 1.5 M (Bd-A-3/259)Add for every additional lift of 1.5 M beyond initial lift of 1.50 M forItem Nos. 1 to 3

Excavation for foundation / pipe trenches by all means in soft rockand old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 M beyond areaand lifts as below, stacking as directed by Engineer-in-charge, normaldewatering, preparing the bed for foundation and excluding backfill-ing, etc. complete.

Lift 0 to 1.5 M (Bd-A-4/259)

Excacation for foundation / pipe trenches in by blasting in soft rockand old masonry including removing the excavated material upto a dis-tance of 50 M beyond area and lifts as below, stacking as directed byEngineer-in-charge, normal dewatering, preparing the bed for foun-dation and excluding backfilling, etc. complete.

Cum

Cum

Cum

Cum

Cum

Cum

SECTION - E : EXCAVATION

SECTION - E : EXCAVATIONRate

(in Rs.)2012-2013

Rate(in Rs.)

2013-2014

134.00

156.00

175.00

13.00

443.00

---

34


1 2 3 4 5

7.

8.

9.

10.

Excavation for foundation / pipe trenches in hard rock by controlledblasting, including trimming and levelling the bed by chiselling wherenecessary and removing the excavated material and stacking itin measurable heaps within a distance of 50 metres from the area andlifts as below, normal dewatering, excluding backfilling, etc. com-plete.

Lift 0 to 1.5 M (Bd-A-5/259)

Excavation for foundation / pipe trenches in hard rock and con-crete road by chiselling, wedging, line drilling, by mechanicalmeans or by all means other than blasting including trimming andlevelling the bed, removing the excavated material upto a dis-tance of 50 metres beyond the area and lifts as below, stacking asdirected by Engineer-in-charge, normal dewatering, excludingbackfilling, etc.complete by all means.

Lift 0 to 1.5 M (Bd-A-6/259)

Excavation in laterite rock masses mechanically including liftupto 1.5 M including trimming and levelling the bed, removingthe excavated material upto a distance of 50 M beyond the areaand lift as below, stacking as directed by Engineer-in charge, nor-mal dewatering, excluding backfilling, etc. complete.

Lift 0 to 1.5 M.

Cum

Cum

Cum


Excavation for foundation /pipe trenches in slush Muddy/ Marshy /Slushy /Soil including use of poclain, labour for dewatering duringexecution including removing the excavated material upto a distanceof 50 metres and lifts as below, stacking and spreading as directed,preparing the bed by cleaning the mud, labour required for executionfor shutterng item but excluding backfilling etc. complete. Providingand fixing shuttering shall be paid separately.

Lift 0 to 1.5 M Cum

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

599.00

815.00

1019.00

301.00

35


1 2 3 4 5

11.

12.

13.

Add for every additional lift beyond initial lift of 1.5 M for item No. 5 to 10

HEAD WORKSExcavation in general in soft material comprising of soft soil, softmurum, sand, hard murum with boulders in wet or dry con-dition for Head Works i.e. Intake Well, Connecting Pipe, JackWell, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of150 M including baricading, guarding, disposing off surplus excavatedstuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc.complete excluding refilling.

a) For Head Works on river or dam submergence for initial lift of 0 to 1.5 M

b) For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M

c) Add for each additional lift of 1.5 M beyond initial lift of 1.5 M

Excavation in general in hard material comprising of soft rock,hard rock, Manjara rock, etc, by blasting / controlled blasting/ chiselling as required in wet or dry condition for Head Worksi.e. Intake Well, Connecting Pipe, Jack Well, Pump House, SupplyWell, etc. for lift 0 to 1.5 M and lead of 150 M including baricading,guarding, disposing off surplus excavated stuff within a radius of 0.5km. as directed by Engineer-in-charge, excluding refilling.

a) For Head Works on river or dam submergence for initial lift of

0 to 1.5 M

Cum

Cum

Cum

Cum

Cum


20.00

408.00

228.00

20.00

806.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

36


1 2 3 4 5

14.

15.

16.

b) For Head Works on nalla or any other site of GSDA forinitial lift of 0 to 1.5 M

c) Add for each additional lift of 1.5 M beyond initial lift of1.5 M

Excavation in general in soft material comprising of soft soil, softmurum, sand, hard murum with boulders in wet or dry conditionfor Head Works and allied works by well sinking process for aver-age depth of 12 M and lead of 150 M including shoring, baricading,guarding, refilling, disposing of surplus excavated stuff as directed byEngineer-in-charge, etc. complete.

a) Diameter upto and including 3 Mb) Diameter more tham 3 M

Desilting the Supply Well, Intake Well / Head Works, sump of wa-ter supply/ sewerage works etc. in wet or dry condition includinglifts upto 9 M and lead upto 150 M as required beyond the worksite, stacking, spreading, including necessary guarding, etc. complete,as directed by Engineer-in-charge.

Add for every additional lift of 1.5 M. beyond initial lift of 9.0 M

Dewatering the excavated trenches and pools of water in the build-ing trenches / pipeline trenches, well works by using pumps and otherdevices including disposing off water to safe distance as directed byEngineer-in-charge (including cost of machinery, labour, fuel), etc.complete. (Bd-A-9/261)(i) The Contractor at his request may allowed to start construction ofmasonry steining so as not to allow silting of well in oncoming mon-soon and while paying masonry, 25% amount shall be withheldand released only when excavation to the full depth is com-pleted.

(ii) Dewatering : Total dewatering charges are to be proposed intender as lumpsum amount and 75% is payable for excavationand 25 % is payable for construction of well / gallery. Out of 75%excavation, break-up shall be as under :

Cum

Cum

CumCum

Cum

Cum

BHP/Hr.


556.00

20.00

756.00613.00

587.00

20.00

60.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

37


1 2 3 4 5

17.

18.

19.

20.

21.

22.

25% for last 1M depth.20% for 2 M depth which just above last 1 M depth.15% for 2 M depth which just above last 3 M depth.15% for the rest of depth from water table level.

The above conditions will restrict the tendencies of agencies to avoiddeepening of wells, etc. to the required depth.

Refilling the trenches with available excavated stuff with softmaterial first over pipeline and then hard material in 15 cm layerswith all leads and lifts including consolidation, surcharging, etc.complete.

Filling in plinth and floors murum bedding in trenches with ap-proved murum from excavated materials from foundation 15cmto 20cm layers including watering and compaction etc.complete.(Bd-A-10/263)

Filling in plinth and floors / trenches with contractors murumfor bedding in 15cm to 20cm layers including watering and compac-tion royalty charges etc.complete.(Bd-A-11/263)

Providing dry trap/granite/quartzite/gneiss, rubble stone solingin 15cm to 20 cm thick layers including hand packing and com-pacting, royalty charges etc. complete.(Bd-A-12/264)

Providing and filling in sand boxing in pipeline or for foundationwith sand of approved quality including watering compac-tion, initial lead upto 5.0 km. etc. complete.(Bd-A-13/264)Open timbering in trenches of depth more than 1.5 m for shor-ing and strutting including use of and waste of all necessary tim-ber works including walling, strutts, open polling boards/ hori-zontal sheeting, runners, etc. as may be necessary and fixing andremoval complete. (Measurements to be taken of the face/areatimbered) (N.B.O. Item No. 4.15, P. No. 59)

Cum

Cum

Cum

Cum

Cum


60.00

60.00

641.00

899.00

887.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

38SECTION - E : EXCAVATION


1 2 3 4 5

A) Lift 0 to 1.5 M [for non-water logged area]

Additional per Sqm. for further lifts of 1.5M each.

B) Lift 0 to 1.5 M for water logged area.

Additional per Sqm. for further lifts of 1.5M each.

Note: For the Trenches with more than 1.5M depth shor-ing if required from GL is to be done and is payable from G.L.

Sqm.

Sqm.

Sqm.

Sqm.

218.00

20.00

246.00

20.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

39


1 2 3 4 5

Providing and fixing mild steel grill work for windows/venti-lators of 20 Kg./Sqm. as per drawings including necessarywelding and painting with one coat of anticorrosive paint andtwo coats of oil painting, etc. complete.(Bd-U-1/537)

Providing and fixing mild steel grill railing of 20 Kg./Sqm.with teak wood hand railing, still and newel posts for staircaseand including fabricating, fixtures, erecting, painting the grillwork with approved oil paint and polishing the hand rail andnewel posts with French polish two coats, etc. complete.(Bd-U-2/537)

Providing structural steel work in rolled stanchionsfixed with connecting plates or angle cleats as in main andcross beams, hip and jack rafters, purlins connecting to trussmembers and like as per detailed designs and drawings or asdirected by Engineer-in-charge including cutting, fabricating,hoisting, erecting, fixing in position, making riveted / bolted /welded connections and one coat of anticorrosive paintsand over it two coats of oil painting, etc. complete.(Bd-C-3/275)

Providing stuctural steel work in single stanchions composedof RSJ, channel, etc, with caps, bases, mild steel plates, angles,brackets, cleats, gusset plates, anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge in-cluding cutting, fabrication, hoisting, erecting, fixing in posi-tion, making riveted/ bolted / welded connections and one coatsof anticorrosive paint and over it two coats of oil painting, etc.complete.(Bd-C-6/277)

1.

2.

3.

4.

Sqm

Sqm

MT

MT

SECTION -F: IRON AND STRUCTURALSTEEL WORK

SECTION -F : IRON AND STRUCTURAL STEEL WORK

1761.00

2596.00

61494.00

60351.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

40


1 2 3 4 5

Providing structural steel work in rolled sections like joists,channels, angles, tees, etc. as per detailed designs and draw-ings including fixing in position without connecting plates,braces, etc. and one coat of anticorrosive paint and over it twocoats of oil painting, of approved quality and shade, etc. com-plete.(Bd-C-2/275)

Providing structural steel work in trusses, other similar trussedpurlins and members with all bracing, gusset plates, etc. asper detailed design and drawing or as directed by Engineer-in-charge including cutting, fabricating, hoisting, erecting and fixing inposition, making riveted / bolted / welded connections and one coatof anticorrosive paint and over it two coat of oil painting, etc. com-plete.(Bd-C-8/278)

5.

6.

MT

MT

63141.00

75473.00

SECTION -F: IRON AND STRUCTURALSTEEL WORK

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

41


1 2 3 4 5

Providing and laying in situ, following grades of C.C. oftrap /granite / quartzite / gneiss metal for foundation andbedding including dewatering, formwork, compactingand curing, finishing, etc. complete.

a) M-100

b) M-150

1.

Cum

Cum

4014.00

4505.00

SECTION G - PLAIN CEMENT CONCRETE

SECTION -G : PLAIN CEMENT CONCRETE, REINFORCEDCEMENT CONCRETE, READY MIX CONCRETE,

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

42


1 2 3 4 5

Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, gril-lage, strip foundation and footing of RCC columns and steel stan-chions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (Byweigh batching and mix design for M-250 and M-300 only. Use ofL & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc.cement is permitted.) (excluding M.S. or Tor reinforcement)

a) In RCC M-150

b) In RCC M-200

c) In RCC M- 250

d) In RCC M- 300

Providing and casting in situ Cement Concrete of trap/gran-ite/quartzite/ gneiss metal of approved quality for RCC workas per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywoodformwork, bully/steel prop-ups, compaction, finishing the formedsurfaces with CM 1:3 of sufficient minimum thickness if specialfinish is to be provided and curing, etc. complete. (By weigh batchingand mix design for M-250 and M-300 only. Use of L&T, A.C. C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permit-ted) (excluding M.S, or Tor reinforcement)

a) For RCC M-200 grade - all types of columns

b) For RCC M-250 grade - all types of columns

c) For RCC M-300 grade - all types of columns

2.

3.

Cum

Cum

Cum

Cum

Cum

Cum

Cum

SECTION -G : REINFORCED CEMENT CONCRETE, READY MIX CONCRETE


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

5475.00

5533.00

6063.00

6357.00

7299.00

7887.00

8123.00

43


1 2 3 4 5

Providing and casting in situ C. C. of trap / granite / quartzite/gneiss metal of approved quality for RCC works as per detaileddrawings and designs or as directed by Engineer-in-charge includ-ing normal dewatering, centering, 'plywood formwork, bully/steelpropups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and evensurface wherever nesessary or roughening if special finish is to beprovided and curing, etc. complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja,Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (ex-cluding M.S. or Tor reinforcement)

a) For RCC M-200 gradeBeams /Braces / Lintels

b) For RCC M-250gradeBeams /Braces / Lintels

c) For RCC M-300 gradeBeams /Braces / Lintels

Providing and casting in situ C. C. of trap/granite/quartzite/ gneissmetal of approved quality for RCC work as per detailed drawingsand designs or as directed by Engineer-in-charge including normaldewatering, centering, 'plywood formwork, bully/steel prop-ups,compaction, finishing the formed surfaces with CM 1:3 of suf-ficient minimum thickness to give a smooth and even surface wher-ever necessary or roughening if special finish is to be provided andcuring, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement is permitted) (excluding M.S,or Tor reinforcement)

4.

5.

Cum

Cum

Cum


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

7240.00

7829.00

8111.00

44


1 2 3 4 5

a) For RCC M-200 gradeSlabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

b) For RCC M-250 gradeSlabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

c) For RCC M-300 gradeSlabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

Providing and casting in situ C. C. of trap/granite/quartzite/ gneissmetal of approved quality for RCC work as per detailed drawingsand designs or as directed by Engineer-in-charge including normaldewatering, centering, 'plywood formwork, bully/steel propups,compaction, finishing the formed surfaces with CM 1:3 of suf-ficient minimum thickness to give a smooth and even surfacewherever necessary or roughening if special finish is to be pro-vided and curing, etc. complete. (By weigh batching and mix de-sign for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja,Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (ex-cluding M.S, or Tor reinforcement)

a) For RCC M-200 gradeChajjas / Parapets / Curtain Walls / Partition Walls/ Pardies

6.

Cum

Cum

Cum

Cum


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

7770.00

8358.00

8711.00

7887.00

45


1 2 3 4 5

c) For RCC M-250 gradeChajjas/Parapets/Curtain walls/ Partition walls/Pardies.

d) For RCC M-300 gradeChajjas/Parapets/Curtain walls/ Partition walls/Pardies.

Providing and laying in situ R. C. C. of trap/granite/quartz-ite/ gneiss metal of approved quality for RCC works ofdomes as per detailed drawings and designs approved byEngineer-in-charge including centering finishing, rougheningthe surfaces with special finish or plaster to be provided sepa-rately, curing, etc. complete. (By weigh batching and mix de-sign for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja,Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (ex-cluding M.S. or Tor reinforcement)

a) For RCC M-200 grade - Domes

b) For RCC M-250 grade - Bottom Domes only

c) For RCC M-300 grade - Bottom Domes only

Providing and fixing in position steel bar reinforcement ofvarious diameters for RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircases. newels, chajjas,lintels, pardies, copings, fins, arches, etc. as per detailed de-signs, drawings and schedules; including cutting, bending, hook-ing the bars, binding with wires or tack welding and supportingas required, etc. complete.(including cost of binding wire).(Bd-F-17/306)

7.

8.

Cum

Cum

Cum

Cum

Cum


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8418.00

8653.00

8240.00

8771.00

9064.00

46


1 2 3 4 5

a) Mild Steelb) Tor Steelc) Only fabrication (Labour) for all types of steel

Providing fusion bonded epoxy coating to reinforcementbars as per IS-13620-993 specificaion for a thickness of 175(+50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead ofG. I. wire, extra cost on account of touch-up material supplied bycoating agency and repair work extra cost on account of trans-portation to and fro from steel yard at Kalamboli to plant at Damanand Plant at Daman to work site by trailer, loading, unloading, in-cluding all taxes (Central and Local), etc. complete.

a) For Reinforcement Diameterwise Rates

1) 8 mm dia.2) 10 mm dia.3) 12 mm dia.4) 16 mm dia.5) 20 mm dia.6) 25 mm dia.7) 28 mm dia.8) 32 mm dia.

9.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.

M. T.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

58806.00

58806.00

7960.00

16932.00

15372.00

14332.00

13916.00

12980.00

12015.00

11469.00

10651.00

47


1 2 3 4 5

b) Average Rates (FOR ESTIMATION ONLY)1) For 8 mm to 20 mm dia.2) For above 20 mm dia.

Notes for Estimation :

1) All the rates of Reinforced Cement Concrete Items From1 to 6 shall be increased by 10% for each brace heightabove 1st brace for R.C.C. E. S. R.s.e.g. For a R.C.C.E.S. R. with 7 M staging and first brace at 3.50 Mabove ground, the concrete in columns above firstbrace, concrete of ring beam and bottom slab is entitledfor 10% increase, concrete of vertical wall, roof slaband roof beams, columns in container are entitled for20% increase.

2) All the rates of Reinforced Cement Concete Itemsfrom 1 to 6 shall be increased by 2% for every floorheight above ground floor for building works.

3) These rates are applicable for R. C. C. well worksalso.These rates shall be increased by 10% for every5 M depth below initial 5 M depth.

4) Rates for Item Nos. 7 and 8 shall be increased by 5%for each brace height above first brace forR.C.C.E.S.Rs. By 5% for every ring beam below firstring beam for R. C. C. wells. By 1% building worksfor every floor height.

5) Volumetric mix as per 1: 11/2 :3 shall be adopted with56.5 kg. of cement for RCC-250 and 59.5 kg. ofcement for RCC- 300, per load of mixer of 1bag capacity.

6) Fusion bonded epoxy coating to be proposed onlyin Coastal Area with pr ior approval of theChief Engineer.

7) For estimation purpose, average rates as per Item No.9bshall be considered wherever necessary.

M. T.

M. T.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

14706.0011379.00

48


1 2 3 4 5

READY MIX CONCRETEProviding and laying in situ Ready Mix Cement Concrete gradeof trap/granite/quartzite/ gneiss metal for RCC work in founda-tion like raft, grillage, strip foundation and footing of RCCcolumn and steel stanchions including normal dewatering, formwork, compaction, finishing and curing including transporting frommixing plant upto distance of 25 km., pouring the concrete at worksite for 1.5 M lift above G. L. and 5.0 M lift below G. L., etc.complete. (Excluding reinforcement and structural steel)

a) In RCC M-200b) In RCC M-250c) In RCC M-300

Providing and casting in situ Ready Mix Cement Concrete gradeof trap/granite/quartzite/ gneiss metal of approved quality for RCCwork as per detailed drawings and designs or as directed byEngineer-in-charge including normal dewatering centering, formwork, compaction, finishing the formed surfaces with CM 1:3of sufficient minimum thickness to give a smooth and even surfacewherever necessary or roughening if special finish is to beprovided and curing including transporting from mixing plant uptodistance of 25 km., pouring the concrete at work site for 1.5 M liftabove G. L. and 5.0 M lift below G. L., etc. complete.(Excluding reinforcement and structural steel)

b) In RCC M-200 - all types of columnsc) In RCC M-250 - all types of columnsd) In RCC M-300 - all types of columns

CumCumCum

10.

11.

SECTION -G : PLAIN CEMENT CONCRETE , REINFORCEDCEMENT CONCRETE, READY MIX CONCRETE,

Cum

Cum

Cum

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

6248.006540.006643.00

7760.00

8037.00

8141.00

49


1 2 3 4 5

Providing and casting in situ Ready Mix Cement Concretegrade of trap/granite/quartzite/ gneiss metal of approved qualityfor RCC work as per detailed drawings and designs or as di-rected by Engineer-in-charge including normal dewatering,centering, form work compaction, finishing the formed sur-faces with CM 1:3 of sufficient minimum thickness to give asmooth and even surface wherever nesessary or roughening ifspecial finish is to be provided and curing including transport-ing from mixing plant upto distance of 25 km., pouring the con-crete at work site for 1.5 M lift above G. L. and 5.0 M lift below G.L., etc. complete.(Excluding reinforcement and structural steel)

b) In RCC M-200 - Beams / Braces / Lintelsc) In RCC M-250 - Beams / Braces / Lintelsd) In RCC M-300 - Beams / Braces / Lintels

Providing and casting in situ Ready Mix Cement Concrete gradeof trap/granite/quartzite/ gneiss metal of approved quality forRCC work as per detailed drawings and designs or as directedby Engineer-in-charge including normal dewatering centering,form work, compaction, finishing the formed surfaces withCM 1:3 of sufficient minimum thickness to give a smooth andeven surface wherever necessary or roughening if special fin-ish is to be provided and curing including transporting frommixing plant upto distance of 30 km., pouring the concrete atwork site for 1.5 M lift above G. L. and 5.0 M lift below G. L.,etc. complete.(Excluding reinforcement and structural steel)

b) In RCC M-200Slabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

Cum

Cum

Cum

12.

13.

SECTION -G : PLAIN CEMENT CONCRETE REINFORCEDCEMENT CONCRETE, READY MIX CONCRETE,

Cum

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

7731.00

8008.00

8112.00

8135.00

50


1 2 3 4 5

c) In RCC M-250Slabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

d) In RCC M-300Slabs / Landings / Vertical Walls / Waist Slabs /Steps for Staircase

Providing and casting in situ Ready Mix Cement Concrete gradeof trap/granite/quartzite/ gneiss metal of approved quality for RCCwork as per detailed drawings and designs or as directedby Engineer-in-charge including normal dewatering, centering, formwork compaction, finishing the formed surfaces with CM 1:3of sufficient minimum thickness to give a smooth and even surfacewherever nesessary or roughening if special finish is to beprovided and curing including transporting from mixing plant uptodistance of 25 km., pouring the concrete at work site for 1.5 M liftabove G. L. and 5.0 M lift below G. L., etc. complete.(Excluding reinforcement and structural steel)

b) For RCC M-200 Chajjas / Parapets / Curtain Walls /Partition Walls / Pardies

c) For RCC M-250 Chajjas / Parapets / Curtain Walls /Partition Walls / Pardies

d) For RCC M-300 Chajjas / Parapets / Curtain Walls /Partition Walls / Pardies

Cum

Cum

Cum

Cum

Cum

14.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8408.00

8505.00

8370.00

8642.00

8739.00

51


1 2 3 4 5

Providing and casting in situ Ready Mix Cement Concrete gradeof trap/granite/quartzite/ gneiss metal of approved quality for RCCwork as per detailed drawings and designs or as directed byEngineer-in-charge including normal dewatering, centering, formwork compaction, finishing the formed surfaces with CM 1:3of sufficient minimum thickness to give a smooth and even surfacewherever nesessary or roughening if special finish is to beprovided and curing including transporting from mixing plant uptodistance of 25 km., pouring the concrete at work site for 1.5 M liftabove G. L. and 5.0 M lift below G. L., etc. complete.(Excluding reinforcement and structural steel)

b) For RCC M-200 - Domesc) For RCC M-250 - Domesd) For RCC M-300 - Domes

Note : 1) Add Rs.10/- per Cum for transportation beyond 25 km. for every additional lead of 1 km.2) Beyond 1.5 M above G.L. and 5.0 M below G. L.,

concreting is to be done by pumping by the Company.

3) Additional rate of pumpinga) Static pump Rs. 175/- per Cum

b) Mobile pump Rs. 250/- per Cum

4) For Ready Mix Concrete, prior permission from Chief Engineer shall be obtained.

CumCumCum

15.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8678.008946.009049.00

52SECTION - H : MISCELLANEOUS


1 2 3 4 5

Providing and fixing G.I. pipe railing having 1.0 M heightconsisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5M c/c, and additional posts at every corner bends to curved shapewith 3 rows of 25 mm dia G.I. pipes of medium class variety ashorizontal and painting 3 coats of oil paint over 1 coat of anticorro-sive paint of approved colour and shade including cost of all labour,transporting bends to curved shape, etc. complete.

A) As above but with only 2 rows.Dismantling of ESRs of various capacities and heights using crane(10 MT capacity) and handling over M.S./ C.I./ G.I. pipes, valves,bends, etc. to the Department. However taking steel reinforce-ment by the dismantling agency including removing dismantledmaterials from site and disposing them at suitable place as directed,etc.complete.

A) Capacity of E.S.R. upto 2 lakh litres and stagingupto 12.00 M height. i) Conjusted Area

ii) Open AreaB) Capacity of E.S.R. above 2 lakh litres and

staging upto 12.00 M height. i) Conjusted Area ii) Open Area

Note :- Above 12 M staging height add 5% per Metres staging ofE.S. R. of any capacity.

Providing and fixing M.S. gate 2.5 M wide for compound with40 mm dia G.I. pipe, approved grill work, RCC M - 150 sidepillars of 25 cm x 40 cm x 2.5 M height, with foundation, finishing,painting etc. complete.Proividing and fixing Wicket gate 1.0 M wide for compoundwith 40 mm dia G. I. pipe, approved grill work, RCC M-150side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finish-ing painting, etc. complete.Taking Trial Bore (Core Bore Sampling) by Callyx machine withTCT/NX bits to gader undisturbed strata samples for investigationin all types of strata soft soil, murum, hard murum with boulders,soft rock hard rock & quartzite etc. The item includes all Hire &running cost of Callyx Machine conveying all materials to site ofwork excluding conveyance of callyx, machine and back sampling

RM

RM

LitreLitre

LitreLitre

No.

No.

927.00

737.00

2.001.00

1.611.00

27324.00

16106.00

1

2.

3.

4.

5.

SECTION - H : MISCELLANEOUSRate

(in Rs.)2012-2013

Rate(in Rs.)

2013-2014

53SECTION - H : MISCELLANEOUS


1 2 3 4 5

Litre

Sqm

all over burden strata in glass jar and core samples serially num-bered at site in a wooden Core Box, Samples to be taken at 1.0M interval and conveying to the place as directed by Engineer- in - charge, The diameter of bore in overburden shall be 100mm and of NX size (50mm) in other strata. The item shall alsoinclude M. S. casing pipe of 2.5 mm thick plate in overburdenonly and shall be 1.0 m above GL with cap over it.a) In Overburden (Soft soil, murum)b) In Weathered rock with bouldersc) In Weathered rock/soft rockd) In Hard rock other than quartzite

6.

7.

RMTRMTRMTRMT

BagBag

RM

1192.004634.002378.003136.00

848.00858.00

677.00

4.00

292.00

Providing pressure grouting at a pressure of 0.56 kg./sqcmin required row/zigzag fashion as specified at 1.5 M interval asper site conditions to stop leakages through water retainingstructures to the entire satisfaction of the Engineer-in-chargeincluding material compound, hardening materials, compressorequipment including scaffolding smooth finishing, etc. complete.i) For masonry structureii) For concrete structureDrilling 40 mm dia holes in masonry or concrete structurewith providing and fixing 0.5 M long G. I. pipe line for pressuregrouting including all Material, labour cost and machinery charges, etc.complete.

Providing and casting ferrocrate water tank at site inculuding allcost of labour and material, etc, complete. upto 25,000 literes(for foundation and providing and fixing taps, etc. shall be consid-ered spearately).Providing and applying one coat of Gamma coating or equiva-lent such as Dr.Bake, Krishna conchem ,Asian Paint, Atul Lim-ited, Burger Paint,epoxy primer 50 to 60 microns thick and cov-ering two Coats of Gamma Coatings or equivalent such asDr.Bake,Krishna Conchem, Asian Paint, Atul Limited, BurgerPaints 30 microns thick each to new M.S.pipes and structuralsteel or concrete surface including repainting the surface by fin-ishing by Solvent degreasing and de-rusting by applying chemi-cal method and scaffolding is necessary required etc.complete asper manufacturers specifications.

8.

9.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

54SECTION - H - MESCELLANEOUS


1 2 3 4 5

Making cross connection to existing distribution main of anytype including excavation, breaking and removing existing pipes, low-ering, laying of specials and pipes in their position, refilling, closingthe water supply in that area, dewatering and restarting the water sup-ply, etc. complete as directed by Engineer-in-charge for followingdiameters of existing pipeline, irrespective of diameter of branchline (the number of joints involved will be paid separately depend-ing upon the nature of joints and required pipes, valves and spe-cials will be supplied free of cost at stores).

i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.v) 200 mm.

vi) 250 mm.vii) 300 mm.viii) 350 mm.ix) 400 mm.x) 450 mm.

xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 750 mm.xv) 800 mm.

xvi) 900 mmxvii) 1000 mm

Note :Only 85 % rate shall be payable till satisfactoryhydraulic testing is given.

10.

No.No.No.No.No.

No.No.No.No.No.

No.No.No.No.No.

No.No.

1756.002028.002247.002375.002431.00

2874.003338.003846.004756.005215.00

6574.0012215.0015061.0019102.0024916.00

32934.0046383.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

55

Sr. No.

1

SECTION - H - MESCELLANEOUS

UnitDescription

2 3 4 5

Dismantling dead pipeline of M.S./R.C.C./ C.I./ P.S.C. andG.I./ A. C. / P. V. C. / S. W. / H. D. P. E. pipe including cost ofnecessary excavation and refilling of trenches, breaking the joints,lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc.complete.

A) For M.S./R. C. C./ C.I./ P. S. C.

i) 80 mm.ii) 100 mm.iii) 125 mm.

iv) 150 mm.v) 200 mm.

vi) 250 mm.vii) 300 mm.viii) 350 mm.

ix) 400 mm.x) 450 mm.

xi) 500 mm.xii) 600 mm.

xiii) 700 mm.xiv) 750 mm.

11.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

146.00

161.00

164.00

168.00

186.00

205.00

222.00

251.00

273.00

309.00

324.00

397.00

465.00

522.00

56


1 2 3 4 5

B) For G.I./AC/PVC/S. W. / H.D.P.E.

i) 80 mm.ii) 100 mm.iii) 125 mm.

iv) 150 mm.v) 200 mm.vi) 250 mm.vii) 300 mm.

viii) 350 mm.ix) 400 mm.x) 450 mm.

xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 750 mm.

Providing and constructing two taps standpost as per type de-sign with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thickPCC 1:2:4 concrete for platform of 1.75 M dia. with side curb andbucket rest, 80 mm dia, heavy duty GI pipe central post duly filledtherein with C. C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipefrom point of tapping to standpost additional 20 mm dia G.I. pipefixed vertically upto 15 mm dia self closing water taps, one brassferrule etc. complete together with all labour and material chargesas per drawing and as directed by Engineer-in-charge when goodfoundation is available. Rate includes draining arrangemment byexcavating open gutters.

a) As above but when precast RCC platform or precaststandpost is issued free of cost at departmentalstores including cost of transportation and fixing etc.complete.

12.

RMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMT

RMTRMTRMTRMT

No.

No.

SECTION - H - MESCELLANEOUS

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

87.0096.0099.00

101.00111.00123.00133.00

150.00164.00186.00

194.00238.00279.00313.00

7960.00

4752.00

57SECTION - H - MESCELLANEOUS


1 2 3 4 5

Providing and constructing two taps standpost as per type de-sign wih excavation 30 cm thick boulder filling 15 cm thick PCC in1:3:6, 20 mm thick RCC 1:2:4 platform of 1.75 M dia. with sidecurb and bucket rest, 80 mm dia, heavy duty GI pipe central postduly filled therein with C. C. 1:2:4, 5 M long, 20 mm dia. mediumG.I. pipe from point of tapping to stand post additional 20 mm diaG.I. pipe fixed horizontally and providing and fixing two 15 mm diaself closing water taps, one brass ferrule etc. complete together withall labour and material charges as per drawing and as directed byEngineer-in-charge, when B.C.Soil is available. Rate includesdraining arrangement by excavating open gutters.

a) As above but when precast RCC platform or precaststandpost is issued free of cost at departmental storesincluding cost of transportation and fixing etc. complete.

13.

No.

No.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8197.00

4871.00

58


1 2 3 4 5

1. C.I. PIPESProviding and supplying ISI mark C.I. S/S pipe (pushon joints pressure pipes of D. I. of following class and diam-eters fonfirming to the I. S. specification inclusive cost ofjointing materials (Rubber gasket of EPDM Quality ) includ-ing all statutary duties and taxes levied by Gol and GoM inall respect, Education Cess, VAT, Third party inspectioncharges of TPI Agency approved by MJP including Transitinsurance, Railway Freight, Unloading from railway wagon,Loading into Truck, Transportation to departmental store/site of work, unloading, stacking etc. completed as directedby Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision withamendments for Rubber Gaskets. (IS-1536 / 2001)(Suitable for Tyton / Pig lead joints)

a) Class LA

i) 80 mmii) 100 mmiii) 125 mm

iv) 150 mmv) 200 mm

vi) 250 mmvii) 300 mm

viii) 350 mmix) 400 mmx) 450 mm

xi) 500 mmxii) 600 mmxiii) 700 mm

xiv) 750 mmxv) 800 mm


1.

RMTRMTRMT

RMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMT

RMTRMT

RMTRMT

SECTION - I : C. I. / D. I. PIPES

SECTION - I : C. I. PIPES

WithE.D.

WithoutE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

900.001128.001425.00

1831.002636.00

3555.004594.00

4537.005522.006658.00

7696.0010253.0013232.00

14820.0016589.00

20206.0024274.00

844.001058.001270.00

1718.002484.00

3348.004317.00

3948.004806.005794.00

6698.008921.00

11514.00

12897.0014435.00

17582.0021122.00

59


1 2 3 4 5

1. C.I. PIPES A Class Continued

B) Class A i) 80 mmii) 100 mmiii) 125 mmiv) 150 mm v) 200 mm

vi) 250 mmvii) 300 mmviii) 350 mmix) 400 mmx) 450 mm

xi) 500 mmxii) 600 mmxiii) 700 mmxiv) 750 mmxv) 800 mm


WithED


RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithoutED

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

956.00

1193.00

1552.00

1912.00

2763.00

3735.00

4833.00

6043.00

7410.00

8976.00

10292.00

13744.00

17911.00

19896.00

22241.00

27072.00

32562.00

852.00

1063.00

1383.00

1703.00

2461.00

3327.00

4306.00

5384.00

6602.00

7998.00

9170.00

12245.00

15958.00

17725.00

19815.00

24119.00

29010.00

60


1 2 3 4 5

c) Class B i) 80 mmii) 100 mm

iii) 125 mmiv) 150 mmv) 200 mm

vi) 250 mmvii) 300 mm

viii) 350 mmxiv) 400 mmx) 450 mmxi) 500 mmxii) 600 mmxiii) 700 mmxiv) 750 mmxv) 800 mm


WithED


RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithoutED

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1016.00

1272.00

1670.00

2058.00

2987.00

4039.00

5237.00

6554.00

7567.00

9689.00

11136.00

14671.00

19165.00

21583.00

24058.00

29330.00

35189.00

905.00

1134.00

1489.00

1834.00

2661.00

3598.00

4666.00

5840.00

6742.00

8631.00

9921.00

13070.00

17085.00

19229.00

21435.00

26132.00

31352.00

61SECTION - I : C. I. / D. I. PIPES


1 2 3 4 5

Lowering laying and jointing with SBR ruber gasketsC.I. S/S pipes of various classes with CI / MS specials offollowing diameter in proper position, grade and alignmentas directed by Engineer-in-charge including conveyance ofmaterial from stores to site of work, including cost of joint-ing materials and rubber rings labour, giving hydrau-lic testing etc. complete.Note : Only SBR Rubber gaskets to be used as perIS-5382 and IS-12820.a) C.I. L.A. Class / Mortar inlined DI K-9/K-7i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.v) 200 mm.

vi) 250 mm.vii) 300 mm.viii) 350 mm.ix) 400 mm.

x) 450 mm.xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mm.xvii) 1000 mm.B) C.I. A Classi) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.v) 200 mm.vii) 250 mm.viii) 300 mm.

2.

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMTRMTRMTRMT

RMTRMTRMTRMTRMTRMTRMT

WithoutRubberRings

WithRubberRings

WithoutRubberRings

WithRubberRings

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

44.0053.0066.0070.0094.00

123.00133.00166.00199.00

199.00230.00303.00390.00437.00535.00639.00756.00

46.0056.0071.0078.00

102.00133.00145.00

50.0059.0073.0079.00

104.00

135.00152.00186.00230.00

243.00280.00373.00525.00574.00674.00846.001026.00

56.0066.0079.0086.00

110.00146.00163.00



1 2 3 4 5

viii) 350 mm.ix) 400 mm.x) 450 mm.xi) 500 mm.xii) 600 mm

xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mm.xvii) 1000 mm.

c) CI B Classi) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.v) 200 mm.


xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mm.xvii) 1000 mm.

Note : Only 85% rate shall be payable tillsatisfactory hydraulic testing is given.

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMTRMTRMT

WithoutRubberRings

WithRubberRings

WithoutRubberRings

WithRubberRings

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

179.00201.00211.00249.00329.00

423.00475.00561.00676.00789.00

50.0060.0077.0087.00

110.00

144.00157.00193.00225.00228.00

268.00355.00457.00516.00602.00714.00814.00

200.00231.00245.00298.00398.00

556.00610.00698.00882.00

1058.00

59.0071.0086.0096.00

124.00

164.00175.00225.00255.00262.00

316.00423.00588.00650.00737.00918.00

1082.00



1 2 3 4 5

Providing D.I. K-9 grade pipes (push onjoints pressure pipes of D. I. of following classand diameters fonfirming to the I. S. specifica-tion inclusive cost of jointing materials (Rubbergasket of EPDM Quality ) including all statutaryduties and taxes levied by Gol and GoM in allrespect, Education Cess, VAT, Third party in-spection charges of TPI Agency approved byMJP including Transit insurance, RailwayFreight, Unloading from railway wagon, Load-ing into Truck, Transportation to departmentalstore/site of work, unloading, stacking etc. com-pleted as directed by Engineer in charges (IS1536/2001 for pipes and IS 158/1969 and IS12820/1989 or latest edition/revision withamendments for Rubber Gaskets. (IS:8329-2000 Latest Version)i) 100 mm.ii) 150 mm.

iii) 200 mm.iv) 250 mm.

v) 300 mm.vi) 350 mm.vii) 400 mm.

viii) 450 mm.ix) 500 mm.x) 600 mm.

xi) 700 mm.xii) 750 mm.

xiii) 800 mm.xiv) 900 mm.xv) 1000 mm.

3.

RMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMT

RMTRMT

RMTRMTRMT

With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1145.001670.00

2076.002768.00

3519.004405.005208.00

6288.007308.009664.00

12403.0014102.00

15339.0018933.0022098.00

1041.001518.00

1888.002516.00

3200.004010.004730.00

5716.006644.008773.00

11276.0012819.00

13949.0017212.0020089.00



1 2 3 4 5

D. I. K - 7

i) 100 mm.ii) 150 mm.iii) 200 mm.

iv) 250 mm.v) 300 mm.vi) 350 mm.

vii) 400 mm.viii) 450 mm.ix) 500 mm.

x) 600 mm.xi) 700 mm.xii) 750 mm.

xiii) 800 mm.xiv) 900 mm.xv) 1000 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

977.00

1434.00

1692.00

2242.00

2826.00

3480.00

4143.00

5000.00

5859.00

7717.00

10409.00

12097.00

13989.00

16779.00

19646.00

888.00

1304.00

1538.00

2038.00

2569.00

3164.00

3766.00

4545.00

5326.00

7015.00

9463.00

10997.00

12717.00

15264.00

17860.00



1 2 3 4 5

Providing and making lead caulked joint with molten leadto Cast Iron pipes and / or specials of all classes and fittingof following dia including cost of lead and all jointing material,labour, hydraulic testing etc. complete.i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm. v) 200 mm.vi) 250 mm.vii) 300 mm.viiii) 350 mm.ix) 400 mm.x) 450 mm.xi) 500 mm.xii) 600 mm.

xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mm.xvii) 1000 mm. Note :Only 85 % rate shall be payable till satisfactory

Hydraulic testing is given.

Providing and supplying ISI standard CI doubleflanged pipes including all taxes (Central and local), railwayfreight, insurance, unloading from railway wagon, loading intotruck transport to stores / site, unloading etc. complete as di-rected by Engneer-in-charge.

i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm. v) 200 mm.

4.

5.

JointJointJointJointJointJointJointJointJointJointJointJoint

JointJointJointJointJoint

RMTRMTRMTRMTRMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

657.00812.00968.00

1200.001750.002126.002564.002906.003389.004707.005060.006501.00

7637.008675.009316.009936.00

10594.00

1419.001753.002284.002849.004371.00



1 2 3 4 5

vi) 250 mm.vii) 300 mm.viii) 350 mm.ix) 400 mm.x) 450 mm.xi) 500 mm.xii) 600 mm.xiii) 700 mm.xix) 750 mm.

Providing and supplying ISI standard CI flanged / S& Sspecials including all taxes (Central and local), railway freight,insurance, unloading from railway wagon, loading into trucktransport to departmental store /site, unloading stacking etc.complete.

a) D/F Specialsi) 80 to 300 mm diaii) 350 to 600 mm diaiii) Above 600 mm diab) S/S Specials / Socketed Branch Flanged Specialsi) 80 to 300 mm diaii) 350 to 600 mm diaiii) Above 600 mm diaC) Plain ended/ plain ended branch flanged specialsi) 80 to 300 mm diaii) 350 to 600 mm diaiii) Above 600 mm dia

Providing and supplying ISI standard MS specials ofrequired thickness with 3 coats of approved make epoxypaint (Shalimar, Ciba or Mahindra & Mahindra make) frominside and outside including all taxes (Central and local), oc-troi, inspection charges, transportation to stores / site, andstacking, etc. complete.

a) Machine ends suitable for PSC pipes of all diam-eters as per detailed drawing with 10 mm thick x 0.7 M longbarrel welded to it.

b) Only flanges with machining and drilling holes, etc. com-plete more than 40 mm thick.

6.

7.

KG.KG.KG.

KG.KG.KG.

KG.KG.KG.

KG.

KG.

RMTRMTRMTRMTRMTRMTRMTRMTRMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

5890.007573.009885.00

12053.0014473.0016986.0024162.0032371.0035221.00

73.6078.2083.90

71.3075.9080.50

69.0075.9080.50

76.50

74.30

67


1 2 3 4 5

c) Double flanged specials of all diameters

d) All socketed specials or socketed branch flangedspecials of all diameters.

e) Plain ended specials or plain ended branch flangedspecials of all diameters.

f) MS barrels (pipe pieces) locally manufactured(for small quantities)

Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of alljointing materials (rubber packing, nut bolts, etc.), labour,hydraulic testing etc. complete.

i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.v) 200 mm.


xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mmxvii) 1000 mm

Note :Only 85 % rate shall be payable tillsatisfactory Hydraulic testing is given.

8.

KG.

KG.

KG.

KG.



JointJointJointJointJointJointJoint


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

72.10

72.10

72.10

70.00

174.00301.00314.00603.00626.00

897.00931.00

1213.001511.001848.00

1912.002052.003093.003179.004398.004560.004721.00



1 2 3 4 5

Erecting and hoisting in position and jointing, testingM.S./ C.I. D/F pipes and specials in vertical position includ-ing cost of all jointing materials (rubber packing, nut bolts,etc.) labour, scaffolding, hydraulic testing etc. complete.

i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.

v) 200 mm.vi) 250 mm.vii) 300 mm.viii) 350 mm.

ix) 400 mm.x) 450 mm.xi) 500 mm.xii) 600 mm.

xiii) 700 mm.xiv) 750 mm.xv) 800 mm.xvi) 900 mmxvii) 1000 mm

Note :Only 85 % rate shall be payable till satisfactoryhydraulic testing is given.

9.

JointJointJointJoint




Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

193.00326.00344.00640.00

680.00970.00

1025.001331.00

1655.002022.002115.002323.00

3445.003576.004843.005098.005373.00



1 2 3 4 5

Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete with cast ironfollower gland and M. S. nut bolts coated or otherwise pro-tected from rusting and suitable for D.I.pipes including costof labour ,materials, and transportation to stores / site, load-ing and unloading including all taxes etc. complete as per IS-9523.

For all types of specials, bends tees etc.

a) 80 to 300 mm dia.

b) 350 mm & above dia.

Providing and supplying ISI standard welded DI doubleflanged pipe including all taxes (central & local) railway freight,insurance, unloading from railway wagon, loading into trucktransport to store / site, unloading, stacking etc. complete asdirected by Engineer -in- cahrge. (for 2.75 m bare pipe)

i) 100 mmii) 150 mmiii) 200 mmiv) 250 mmv) 300 mmvi) 350 mmvii) 400 mmviii) 450 mmix) 500 mmx) 600 mmxi) 700 mmxii) 800 mmxiii) 900 mmxiv) 1000 mm

Kg.

Kg.

Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.Rmt.

10.

11.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

107.00

130.00

1863.002530.003238.004394.005531.007203.008720.00

10419.0012110.0015946.0021457.0026228.0032555.0038225.00

70SECTION - I : A. C. PIPES


1 2 3 4 5

II. A.C. PIPEProviding and supplying Asbestos Cement pres-sure pipes manufactured and tested as per ISO-160 stan-dards of following class and diameter in standard lengths in-cluding cost of all taxes (Central and local) insurance, railwayfright, inspection charges, unloading from railway wagon,loading into truck, transporting to departmental stores / site,unloading, stacking, etc. complete.a) Class 15 (Test Pressure 1.5 MPa)

i) 80 mm.ii) 100 mm.iii) 125 mm.iv) 150 mm.

v) 200 mm.vi) 250 mm.vii) 300 mm.

b) Class 20 (Test Pressure 2.0 MPa)

i) 80 mm.ii) 100 mm.iii) 125 mm.

iv) 150 mm.v) 200 mm.vi) 250 mm.vii) 300 mm.

1.

RMT

RMT

RMT

RMT.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

SECTION - I : A. C. PIPES

126.00162.00194.00341.00

497.00719.00

1052.00

139.00208.00244.00

431.00612.00906.00

1119.00

WithE.D.

WithE.D.

WithoutE.D.

WithoutE.D.

139.00179.00214.00376.00

153.00229.00269.00

475.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

71


1 2 3 4 5

c) Class 25 (Test Pressure 2.5 MPa)i) 80 mm.ii) 100 mm.

iii) 125 mm.iv) 150 mm.

v) 200 mm.vi) 250 mm.vii) 300 mm.

RMTRMT

RMTRMT

RMTRMTRMT

SECTION - I : A. C. PIPES

Providing and supplying C.I. detachable jointssuitable for A.C. pressure pipes manufactured asper IS-1538-1993 standards of following class anddiameter including cost of all taxes (Central and lo-cal), insurance, railway freight, inspectioncharges, unloading from railway wagon, loadinginto truck, transporting to departmental store / site,unloading, stacking and cost of rubber rings, nutbolts, etc. complete. ( IS-1538/1993)

a) Class 10 (Test Pressure 1.0MPa)

i) 80 mm.ii) 100 mm.

No.No.

2.

190.00317.00

367.00658.00

789.001184.001298.00

WithE.D.

WithE.D.

WithoutE.D.

WithoutE.D.

173.00288.00

334.00598.00

255.00323.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014



1 2 3 4 5

iii) 125 mm.

iv) 150 mm.v) 200 mm.

vi) 250 mm.vii) 300 mm.

vi) 350 mm.vii) 400 mm.

vi) 450 mm.

vii) 500 mm.vi) 600 mm.

a) Class 15 (Test Pressure 1.5 MPa)

i) 80 mm.ii) 100 mm.

iii) 125 mm.

iv) 150 mm.v) 200 mm.

vi) 250 mm.vii) 300 mm.

No.

No.No.

No.No.

No.No.

No.

No.No.

No.No.

No.

No.No.

No.No.

With E.D408.00

518.50790.50

1079.501360.00

2337.502677.50

3655.00

5185.008840.00

300.00380.00

510.00

636.00960.00

1204.001650.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014



1 2 3 4 5


i) 80 mm.ii) 100 mm.

iii) 125 mm.iv) 150 mm.

v) 200 mm.

vi) 250 mm.vii) 300 mm.

Providing and supplying A. C. pressure coupler suitablefor A.C. pressure pipes manufactured as per ISO-160 stan-dards of following class and diameter including cost of all taxes(Central and local) insurance, railway fright, inspection charges,and cost of rubber rings, nuts bolts, etc. complete. (supply atstores / site)

a) Class 15 (Test Pressure 1.5 MPa)

i) 80 mm.ii) 100 mm.

iii) 125 mm.iv) 150 mm.

No.No.

No.No.

No.

No.No.

No.No.

No.No.

With E.D

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3.

325.00425.00

550.00659.00

886.00

1250.001790.00

39.0050.00

69.0084.00

74

Sr. No.

1

UnitDescription

2 3 4 5


i) 80 mm.ii) 100 mm.

iii) 125 mm.iv) 150 mm.

Lowering, laying and jointing with C.I.D. joints, A. C.pressure pipes and C.I. or M. S. specials of following classand diameters including conveyance from stores to site ofworks, cost of labour and material, giving satisfactory hydraulictesting, etc. as per ISI co

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