MAHARASHTRA JEEVAN PRADHIKARAN - · PDF fileGENERAL NOTES 1 MAHARASHTRA JEEVAN PRADHIKARAN KONKAN REGION SCHEDULE OF RATES FOR THE YEAR 2012-13 GENERAL NOTES 1 These rates are applicable

1GENERAL NOTES

MAHARASHTRA JEEVAN PRADHIKARANKONKAN REGION

SCHEDULE OF RATES FOR THE YEAR 2012-13

GENERAL 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 2.14

30,000 12 32.70 2.55

40,000 12 37.80 2.95

50,000 12 41.90 3.27

60,000 12 46.40 3.62

70,000 12 51.20 3.99

75,000 12 53.00 4.13

80,000 12 56.00 4.37

90,000 12 62.40 4.87

1,25,000 25 107.40 8.38

1,50,000 12 89.80 7.00

1,60,000 12 94.30 7.36

1,75,000 16 117.60 9.17

2,00,000 20 143.60 11.20

2,00,000 25 157.00 12.25

2,50,000 25 177.00 13.81

3,00,000 25 206.00 16.07

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

2GENERAL NOTES

(B) GSR Concrete Reinforcement

Capacity (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 and

its allied works only. Items required for general construction, buildings, roads,

Irrigation Works etc. shall be adopted from the current schedule of rates of

P.W.D.

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

used.

6 For mechanical and electrical items related to water supply and sewerage

schemes, 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 2011-2012

will 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 at

Sr. No. 7, the higher percentage increase shall be made applicable. This additional

percentage is only on completed item of work and not applicable to items of

providing. If material to be supplied by departmentaly, then basic rate of such

material shall be incresed by above percentage accordingly.

9. The hilly inaccessible areas and Tribal areas shall be got confirmed from the

circular Nos.(1)1089/CR-66/Plan-19,DT.23/11/1990 and (2) 1094/P-36/K-1455

dt.02/09/1994,of Planning department of Govt. Of Mahatrashtra. ( and

ammendment thereof ).

Catagaries % Increase

a 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 important

materials.

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 various

pipes 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 till

satisfactory 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 satisfactory

hydraulic 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 in

the CSR 2010-2011. Provision of 4 % of cost of pipes ,specials and valves to

be used in corporation area shall be made while framing the estimate.

16. For use of ready mix cement concrete, prior permission of the Chief

Engineer 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 be

of 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 clear

treated 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 the

water supply projects.

c) All the items of machinery, including instruments, apparatus and appliances, auxiliary

equipment and their components / parts required for setting up of water treatment

plants.

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 concerned

superintending Engineer.

23. As per Govt. Circular No. DSR-1090/CR-6453/PLN-3 dated 14.7.1993 1% for

labour amenities is not considerd in the DSR except concrete item while arriving the

rates.

24. As per Govt. in industries & power G. R. No. BCA-2009/CR-108/Labour 7-A

dated 17.6.10 1% cess on labour welfare is not considered in the DSR while arriveing

the rates.

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

Ke / dt. 11.2.2010.

26. As per Government Notification No. 25/2012 Service tax dated 20 june 2012 point

no 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 not

considerd in rate analysis.

27. The rates of excavation for O & M works where limited working space is available

and work is required to be carried out on emergency basis, the rate should be

adopted as per the actual rate analysis which shall be approved by concerned S. E.

for that particular work only.

7

UnitDescriptionSr. 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

8


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

9


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


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 proportion

1:1:2 (M-250) with finishing in CM 1:3 proportion

1:11/2:3 (M-200) with finishing in CM 1:3 proportion

1:11/2:3 (M-200) without finishing

1:2:4 (M-150) with finishing in CM 1:3 proportion

1:2:4 (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 WORKS

Standard CementConsumption

Item of Works

SECTION D - CEMENT CONSUMPTION

SECTION - D : CEMENT CONSUMPTION

27

UnitSr. No.

D.

1.

2.

3.

E.

F.

Water proofing Works

Damp-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 Works

i) 12mm thick plaster

a) CM 1:2 proportion

b) CM 1:3 proportion

c) CM 1:4 proportion

ii) 20 mm thick plaster




iii) 25 mm thick plaster




iv) Cement pointing in CM 1:3 proprotion

v) Tuck cement pointing in CM 1:3 proportion

vi) 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 thick

ii) I.P.S. flooring - 50 mm thick

iii) 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

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

Sqm

0.35 bags

0.06 bags

0.37 bags

0.16 bags

0.12 bags

0.10 bags

0.27 bags

0.19 bags

0.15 bags

0.34 bags

0.25 bags

0.19 bags

0.03 bags

0.05 bags

0.22 bags

0.22 bags

0.30 bags

0.37 bags

0.15 bags

0.18 bags

0.22 bags

Standard CementConsumption

Item 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 OF

4M 5M 5.50 M1 2 3 4

80 mm wt. of DI Pipe / Mweight morter/m

Total 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.


Total wt./M.



M weight morter/m

Total wt./M.





Total wt./M.






M weight morter/m

Total wt./M.

13.001.56

14.56

16.251.93

18.18

20.502.42

22.92

24.752.90

27.65

33.253.88

37.13

43.754.84

88.59

55.505.80

61.30

69.2512.1281.37

82.7513.82

96.57

98.7515.53

114.28

115.0017.26

132.26

152.0020.75

172.75

193.7529.45

223.20

217.5031.56

249.06

240.7533.69

274.44

292.7537.89

330.64

349.7542.08

391.83

13.001.56

14.56

16.001.93

17.93

20.002.42

22.42

24.202.90

27.10

32.603.88

36.48

43.004.8447.84

54.605.80

60.40

68.0012.1280.12

81.4013.82

95.22

97.0015.53

112.53

112.8017.26

130.06

149.0020.75

169.75

189.8029.45

219.25

213.0031.56

244.56

235.8033.69

269.49

286.2037.89

324.09

341.6042.08

383.68

12.911.56

14.47

16.001.93

17.93

20.002.42

22.42

24.182.90

27.08

32.543.88

36.42

42.734.84

47.57

54.185.80

59.98

67.4512.12

79.57

80.9113.82

94.73

96.3615.53

111.89

112.0017.26

129.26

147.8220.75

168.57

188.36

29.45217.81

211.4531.56

243.01

233.8233.69

267.51

283.8237.89

321.71

338.5542.08

380.63

12.671.56

14.23

15.861.93

17.79

19.832.42

22.25

24.002.90

26.90

32.333.88

36.21

42.504.84

47.34

53.835.80

59.63

67.1712.1279.29

80.3313.82

94.15

95.8315.53

111.36

111.5017.26

128.76

147.0020.75

167.75

181.7029.45

211.15

210.0031.56

241.56

232.3333.69

266.02

281.8337.89

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 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 - 20

4

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.cm

1 2 3

63

75

90

110

140

160

180

200

225

250

280

315

0.47

0.67

0.92

1.32

2.13

2.78

3.56

4.26

5.48

6.63

8.34

10.55

0.67

0.93

1.33

1.89

3.10

3.92

5.07

7.00

7.84

10.19

12.16

15.37

1.01

1.44

2.05

3.08

4.99

6.56

8.10

10.20

12.56

15.31

19.80

25.00

4

6.00 Kg/Sq.cm 10.00 Kg/Sq.cm

(VI) R. C. C. Pipes

Diameter of Pipe in

mm

1

100

150

200

250

300

350

400

450

500

600

700

800

900

1000


P-13 4 7

23.56

33.00

42.10

51.84

74..64

92.28

104.16

127.92

141.36

192.96

225.59

257.82

290.00

322.28

23.56

33.00

42.10

75.18

117.10

168.10

208.10

235.23

261.37

313.64

365.92

418.19

470.47

510.00

21.20

29.40

37.90

67.60

105.40

151.30

187.30

211.70

235.23

282.27

329.32

376.30

423.00

459.00

6

21.20

29.40

37.90

77.20

119.10

170.20

212.40

240.80

270.50

320.20

370.90

425.40

482.30

531.40

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

NP-42

21.20

29.40

37.90

57.10

92.25

120.80

152.60

169.90

206.90

275.10

293.20

310.60

350.60

399.80

23.56

33.00

42.10

63.40

102.50

134.30

169.60

188.70

229.90

305.70

325.80

345.19

389.58

443.98


32

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


Diameter of Pipes in mm

100

150

200

225

250

300

8.70 Kg/Each

15.00 Kg/Each

20.85 Kg/Each

23.70 Kg/Each

27.57 Kg/Each

43.60 Kg/Each

Weight of 0.60 M long pipe in Kg per pipe

(VIII) Stoneware Pipes

Diameter of Pipes in mm

15

20253240506580

100

125

150

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

(IX) G. I. Pipes

Light (Blue) Medium (Yellow) Heavy (Red)0.96

1.422.032.613.294.185.92

6.9810.20

-------

1.23

1.592.403.173.655.16

6.638.64

12.40

16.70

19.70

1.46

1.912.993.974.476.248.0210.30

14.70

18.30

21.80

Diameter of Pipes in mm350

400

450

500

600

700

800

900

1000

1100

1200

1300

1400

1500

1600

1700

1800

197.50 Kg/m

240.00 Kg/m

257.50 Kg/m

292.50 Kg/m

375.00 Kg/m

432.50 Kg/m

582.50 Kg/m

705.00 Kg/m

825.00 Kg/m

947.50 Kg/m

1115.00 Kg/m

1190.00Kg/m

1370.00 Kg/m

1560.00Kg/m

1767.50 Kg/m

1987.50 Kg/m

2205.50 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


Rate(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

Cum

Cum

Cum

Cum

BHP/Hr.


556.00

20.00

756.00

613.00

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 contractor’s 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 grade

Beams /Braces / Lintels

b) For RCC M-250grade


c) For RCC M-300 grade


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 Steel

b) Tor Steel

c) 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

14706.00

11379.00

48


1 2 3 4 5

READY MIX CONCRETE

Providing 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-200

b) In RCC M-250

c) 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 columns

c) In RCC M-250 - all types of columns

d) In RCC M-300 - all types of columns

Cum

Cum

Cum

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

6248.00

6540.00

6643.00

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 / Lintels

c) In RCC M-250 - Beams / Braces / Lintels

d) 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 - Domes

c) For RCC M-250 - Domes

d) 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 pumping

a) 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.

Cum

Cum

Cum

15.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

8678.00

8946.00

9049.00

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 Area

B) Capacity of E.S.R. above 2 lakh litres andstaging 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 : MISCELLANEOUS

Rate(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 boulders

c) In Weathered rock/soft rock

d) In Hard rock other than quartzite

6.

7.

RMT

RMT

RMT

RMT

Bag

Bag

RM

1192.00

4634.00

2378.00

3136.00

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 structure

ii) For concrete structure

Drilling 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.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

No.

No.

SECTION - H - MESCELLANEOUS

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

87.00

96.00

99.00

101.00

111.00

123.00

133.00

150.00

164.00

186.00

194.00

238.00

279.00

313.00

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

xvi) 900 mmxvii) 1000 mm

1.

RMTRMTRMT

RMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMT

RMTRMT

RMTRMT

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

SECTION - I : C. I. PIPES

With

E.D.

Without

E.D.

With

E.D.

Without

E.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 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

WithED


RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithoutED

With

E.D.Without

E.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 mm

ii) 100 mm

iii) 125 mm

iv) 150 mm

v) 200 mm

vi) 250 mm

vii) 300 mm

viii) 350 mm

xiv) 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

WithED


RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithoutED

With

E.D.

Without

E.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.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithoutRubberRings

WithRubberRings

WithoutRubberRings

WithRubberRings

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

44.00

53.00

66.00

70.00

94.00

123.00

133.00

166.00

199.00

199.00

230.00

303.00

390.00

437.00

535.00

639.00

756.00

46.00

56.00

71.00

78.00

102.00

133.00

145.00

50.00

59.00

73.00

79.00

104.00

135.00

152.00

186.00

230.00

243.00

280.00

373.00

525.00

574.00

674.00

846.00

1026.00

56.00

66.00

79.00

86.00

110.00

146.00

163.00



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.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

With E.D.

WithoutE.D.

With

E.D.

Without

E.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1145.00

1670.00

2076.00

2768.00

3519.00

4405.00

5208.00

6288.00

7308.00

9664.00

12403.00

14102.00

15339.00

18933.00

22098.00

1041.00

1518.00

1888.00

2516.00

3200.00

4010.00

4730.00

5716.00

6644.00

8773.00

11276.00

12819.00

13949.00

17212.00

20089.00



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.

With

E.D.

Without

E.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 satisfactoryHydraulic 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.

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

RMT

RMT

RMT

RMT

RMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

657.00

812.00

968.00

1200.00

1750.00

2126.00

2564.00

2906.00

3389.00

4707.00

5060.00

6501.00

7637.00

8675.00

9316.00

9936.00

10594.00

1419.00

1753.00

2284.00

2849.00

4371.00



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.

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

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

8.

KG.

KG.

KG.

KG.

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

72.10

72.10

72.10

70.00

174.00

301.00

314.00

603.00

626.00

897.00

931.00

1213.00

1511.00

1848.00

1912.00

2052.00

3093.00

3179.00

4398.00

4560.00

4721.00



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 mm

xvii) 1000 mm

Note :Only 85 % rate shall be payable till satisfactory

hydraulic testing is given.

9.

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

193.00

326.00

344.00

640.00

680.00

970.00

1025.00

1331.00

1655.00

2022.00

2115.00

2323.00

3445.00

3576.00

4843.00

5098.00

5373.00



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 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) 800 mm

xiii) 900 mm

xiv) 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

1863.00

2530.00

3238.00

4394.00

5531.00

7203.00

8720.00

10419.00

12110.00

15946.00

21457.00

26228.00

32555.00

38225.00

70SECTION - I : A. C. PIPES


1 2 3 4 5

II. A.C. PIPE

Providing 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

126.00

162.00

194.00

341.00

497.00

719.00

1052.00

139.00

208.00

244.00

431.00

612.00

906.00

1119.00

WithE.D.

WithE.D.

WithoutE.D.

WithoutE.D.

139.00

179.00

214.00

376.00

153.00

229.00

269.00

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.

RMT

RMT

RMT

RMT

RMT

RMT

RMT


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.

190.00

317.00

367.00

658.00

789.00

1184.00

1298.00

WithE.D.

WithE.D.

WithoutE.D.

WithoutE.D.

173.00

288.00

334.00

598.00

255.00

323.00

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.


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.D

408.00

518.50

790.50

1079.50

1360.00

2337.50

2677.50

3655.00

5185.00

8840.00

300.00

380.00

510.00

636.00

960.00

1204.00

1650.00

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)


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.

325.00

425.00

550.00

659.00

886.00

1250.00

1790.00

39.00

50.00

69.00

84.00

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 code, etc. complete but excluding costof C. I. D. joints nut bolts, rubber rings.


i) 80 mm.

ii) 100 mm.

iii) 125 mm.

iv) 150 mm.

v) 200 mm.

vi) 250 mm.

vii) 300 mm.

4.

No.

No.

No.

No.

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

42.00

56.00

72.00

98.00

31.00

43.00

46.00

57.00

73.00

92.00

113.00

75


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.

Lowering laying and jointing with C. I. D. jointing with A.C. coupler A.C. pressure pipes and C.I. or M.S. specials offollowing class and diameters including conveyance from storesto site of works, cost of labour and material, giving satisfactoryhydraulic testing, etc. as per ISI code, etc. complete but ex-cluding cost of A. C. couplers and rubber rings.


i) 80 mm.

ii) 100 mm.

iii) 125 mm.

iv) 150 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


5.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

32.00

46.00

50.00

63.00

83.00

104.00

129.00

21.00

28.00

33.00

42.00

76


1 2 3 4 5

v) 200 mm.

vi) 250 mm.

vii) 300 mm.


i) 80 mm.

ii) 100 mm.

iii) 125 mm.

iv) 150 mm.

v) 200 mm.

vi) 250 mm.

vii) 300 mm.


RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

58.00

74.00

96.00

22.00

33.00

37.00

48.00

69.00

86.00

113.00

77


1 2 3 4 5

Note :

1) 85 % payment for lowering, laying, jointing shallbe made till satisfactory hydraulic testing is given.

2) Without any extra cost every pipe in the factory shallbe hydraulically tested for one higher class i.e. when Class-15 pipe is ordered, every pipe shall be tested for 20 kg/cm2 at factory but pipe shall be branded and paid asClass 15. This foot note shall appear in tender condi-tions.

3) Whenever manufacturer is separate and contractor forlowering, laying, jointing and testing is separate, the prin-cipal contractor shall enter into an agreement with A.C.pipe manufacturer for satisfactory manufacturing, trans-porting, lowering, laying, jointing and testing of pipes. Thisfoot note shall appear in the tender con ditions.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

78SECTION - I : P. V. C. PIPES

UnitDescriptionSr.No.

1 2 3 4 5

III. P. V. C. PIPES

Providing and supplying in standard lengths ISI markrigid unplasticised PVC pipes suitable for potable waterwith solvent cement joints including cost of couplers, as perIS specification no. 4985 / 1988 including all local and centraltaxes, transportation, freight charges, inspection charges, load-ing, unloading, conveyance to the departmental stores / siteand stacking the same in closed shed duly protected from sunrays and rains including cost of jointing material i.e. solventcement, etc. complete (selffit type to be jointed with cementsolvent).

Note : 1) 10% of cost of pipes shall be consideredfor cost of PVC specials for estimate pur-pose only.

2) One coupler and required cement solvent shallbe provided with each full length pipe costof which is included in rates below.

a) Working Pressure 4 Kg./Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm.

1.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithED

WithoutED

41.00

58.00

81.00

110.00

184.00

243.00

331.00

408.00

522.00

638.00

847.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

WithED

WithoutED

46.00

65.00

91.00

124.00

208.00

274.00

372.00

460.00

589.00

719.00

953.00

79

1

xii) 315 mm.

xii) 355 mm.

xiv) 400 mm.

b) Working Pressure 6 Kg. / Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm.

xii) 315 mm.

xiii) 355 mm.

xiv) 400 mm.

5


2 3 4

With ED

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

SECTION - I : P. V. C. PIPES

Without ED

1078.00

1445.00

1844.00

58.00

83.00

119.00

164.00

273.00

353.00

469.00

599.00

755.00

944.00

1244.00

1587.00

2118.00

2706.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With ED Without ED

1213.00

1626.00

2074.00

66.00

93.00

133.00

185.00

307.00

397.00

528.00

673.00

851.00

1061.00

1401.00

1786.00

2384.00

3046.00

80

5


1 2 3 4

With ED

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


C) Working Pressure 8 Kg/Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm.

xii) 315 mm.

xiii) 355 mm.

xiv) 400 mm.

With ED Without EDWithoutED

80.00

114.00

162.00

229.00

379.00

496.00

658.00

827.00

1050.00

1313.00

1729.00

2191.00

2945.00

3814.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

91.00

129.00

183.00

257.00

427.00

557.00

740.00

931.00

1181.00

1478.00

1946.00

2464.00

3315.00

4293.00

81

5


2 3 4

With EDWithout ED Without EDd) Working Pressure 10 Kg./Sq.cm

ii) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm.

xii) 315 mm.

xiii) 355 mm.

xiv) 400 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

With ED

1


96.00

138.00

197.00

278.00

452.00

590.00

813.00

1005.00

1283.00

1621.00

2039.00

2590.00

3484.00

4442.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

108.00

154.00

223.00

315.00

508.00

666.00

915.00

1131.00

1445.00

1826.00

2294.00

2916.00

3920.00

4999.00

82

5


1 2 3 4

e) Working Pressure 12.50 Kg./Sq.cm

ii) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm.

xii) 315 mm.

xiii) 355 mm.

xiv) 400 mm.

With ED

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


123.00

173.00

250.00

354.00

575.00

757.00

1035.00

1284.00

1632.00

2063.00

2596.00

3310.00

4423.00

5730.00

WithoutED

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

138.00

195.00

281.00

399.00

648.00

851.00

1164.00

1446.00

1837.00

2322.00

2920.00

3724.00

4977.00

6449.00

83

UnitDescriptionSr.No.

21 3 4 5

Providing and supplying in standard lengths ISImark rigid unplastised PVC for patable water withrubber ring joints including cost of rubber ring asper IS-4985-1998, all local and central taxes,transportation, freight charges, transit insurance,inspection charges, loading, unloading, convey-ance to store/site and stacking the same in closedshed duly protected from sun rays and rains, etc.complete ( with third party inspection ) (socketed)a) Working Pressure 4 Kg/Sq.cm

i) 63 mmii) 75 mmiii) 90 mmiv) 110 mmv) 125 mmvi) 140 mmvii) 160 mmviii) 180 mm

ix) 200 mmx) 225 mmxi) 250 mmxii) 280 mmxiii) 315 mm

RMTRMTRMTRMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

b) Working Pressure 6 Kg/Sq.cm

i) 63 mmii) 75 mmiii) 90 mmiv) 110 mmv) 125 mmvi) 140 mmvii) 160 mmviii) 180 mm

ix) 200 mmx) 225 mmxi) 250 mmxii) 280 mmxiii) 315 mm


RMTRMTRMTRMTRMT

With

ED

Without

ED

2.


With

ED

Without

ED

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

48.0069.0096.00

131.00181.00219.00291.00395.00

487.00623.00763.00

1011.001287.00

69.0098.00

142.00197.00271.00325.00421.00560.00

714.00902.00

1126.001484.001892.00

43.0060.0085.00

117.00161.00195.00257.00350.00

434.00554.00678.00899.00

1142.00

61.0088.00

126.00173.00239.00290.00373.00498.00

634.00800.00

1001.001319.001682.00

84

5


1 2 3 4

c) Working Pressure 10 Kg./Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 125 mm

vi) 140 mm.

vii) 160 mm.

viii) 180 mm.

ix) 200 mm.

x) 225 mm.

xi) 250 mm.

xii) 280 mm.

xiii) 315 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WITH

ED


WITH ED WITHOUT

EDWITHOUT

ED

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

95.00

137.00

193.00

272.00

376.00

454.00

591.00

785.00

988.00

1252.00

1565.00

2063.00

2613.00

84.00

122.00

171.00

243.00

334.00

402.00

526.00

697.00

877.00

1113.00

1390.00

1834.00

2323.00

85

5


1 2 3 4

d) Working Pressure 10 Kg./Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 125 mm

vi) 140 mm.

vii) 160 mm.

viii) 180 mm.

ix) 200 mm.

x) 225 mm.

xi) 250 mm.

xii) 280 mm.

xiii) 315 mm

e)Working Pressure 12.5 Kg./Sq.cm

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 125 mm

vi) 140 mm.

vii) 160 mm.

viii) 180 mm.

ix) 200 mm.

x) 225 mm.

xi) 250 mm.

xii) 280 mm.

xiii) 315 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Without

ED

With

EDWith ED Without

ED


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

114.00

165.00

236.00

333.00

460.00

538.00

705.00

969.00

1199.00

1531.00

1935.00

2432.00

3090.00

146.00

207.00

297.00

424.00

584.00

687.00

903.00

1235.00

1531.00

1946.00

2462.00

3096.00

3946.00

103.00

146.00

209.00

296.00

406.00

478.00

626.00

862.00

1065.00

1360.00

1720.00

2161.00

2746.00

129.00

183.00

265.00

376.00

518.00

611.00

801.00

1097.00

1361.00

1730.00

2186.00

2751.00

3507.00

86


1 2 3 4 5

Lowering, laying and jointing with P.V.C. pipes andspecials of following class and diameter including cost ofconveyance from stores to site of works including cost ofall labour, material, except cement solvent, rubber ring, giv-ing satisfactory hydraulic testing as per IS code, etc. com-plete (with cement solvent joint / ring fit joint).

a) Working Pressure 4 Kg./Sq.cm.

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

vi) 160 mm.

vii) 180 mm.

viii) 200 mm

ix) 225 mm

x) 250 mm

xi) 280 mm

xii) 315 mm

xiii) 355 mm

xiv) 400 mm

b) Working Pressure 6 to 12.5 Kg./Sq.cm.

i) 63 mm.

ii) 75 mm.

iii) 90 mm.

iv) 110 mm.

v) 140 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


3.

16.00

21.00

25.00

29.00

34.00

38.00

42.00

46.00

53.00

57.00

63.00

70.00

77.00

84.00

22.00

29.00

33.00

37.00

44.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

87


1 2 3 4 5

vi) 160 mm.

vii) 180 mm.

viii) 200 mm.

ix) 225 mm.

x) 250 mm.

xi) 280 mm

xii) 315 mm

xiii) 355 mm

xiv) 400 mm

3)

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


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

Third party inspecting agency shall invariablycarry out.

Specific Gravity Test.

Weight / Rmt.

Ash Content Test and confirm in writing thatthose are within prescribed limits. This con-dition shall appear in tender conditions.

After receipt of pipes at site, concerned DeputyEngineer shall confirm that weight of pipe forevery class and diameter is not less than the pre-scribed standard weight as per IS-4985/1998(Which is given in CSR), Under weight pipesshall be rejected. This condition shall appearin the tender conditions.

1)

2)

I)

II)

III)

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

47.00

53.00

58.00

63.00

69.00

78.00

87.00

96.00

106.00

88


1 2 3 4 5

IV. G. I. PIPES

Providing ISI mark G.I. pipe of following class and dia. in-cluding all local and central taxes, octroi, inspection charges, trans-portation to stores, etc. complete as per IS-1239/2004.

Note : One coupler shall be provided with each full lengthof pipe cost of which is included in rates below.

a) LIGHT

i) 15 mm. ( 0.96 kg./m )ii) 20 mm. ( 1.42 kg./m )iii) 25 mm. ( 2.03 kg./m )iv) 32 mm. ( 2.61 kg./m )v) 40 mm. ( 3.29 kg./m )

vi) 50 mm. ( 4.18 kg./m )vii) 65 mm. ( 5.92 kg./m )viii) 80 mm. ( 6.98 kg./m )ix) 100 mm. ( 10.20 kg./m )

b) MEDIUM

i) 15 mm. ( 1.23 kg./m )ii) 20 mm. ( 1.59 kg./m )iii) 25 mm. ( 2.40 kg./m )iv) 32 mm. ( 3.17 kg./m )v) 40 mm. ( 3.65 kg./m )

vi) 50 mm. ( 5.16 kg./m )vii) 65 mm. ( 6.63 kg./m )viii) 80 mm. ( 8.64 kg./m )ix) 100 mm. ( 12.40 kg./m )xx) 125 mm ( 16.70 kg/m )xxi) 150 mm.( 19.70 kg./m )

1.

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMTRMT

WithED

SECTION - I : G. I. PIPES

WithoutED

65.0095.00

131.00166.00208.00

255.00349.00420.00596.00

77.0098.00

150.00189.00218.00

301.00384.00503.00719.00978.00

1151.00

71.00106.00146.00183.00229.00

288.00397.00477.00680.00

85.00108.00165.00209.00240.00

342.00424.00556.00820.00

1097.00

1311.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

89

c) HEAVY

i) 15 mm. ( 1.46 kg./m )

ii) 20 mm. ( 1.91 kg./m )

iii) 25 mm. ( 2.99 kg./m )

iv) 32 mm. ( 3.97 kg./m )

v) 40 mm. ( 4.47 kg./m )

vi) 50 mm. ( 6.24 kg./m )

vii) 65 mm. ( 8.02 kg./m )

viii) 80 mm. ( 10.30 kg./m )

ix) 100 mm. ( 14.70 kg./m )

x) 125 mm ( 18.30 kg/m )

xi) 150 mm ( 21.80 kg./m )

Lowering, laying and jointing G. I. pipes and specials offollowing class and diameter including conveyance from storesto site of works, all labour, giving satisfactory hydraulic test,etc. complete either underground or in vertical posi-tion, as directed by Engineer-in-charge.

a) LIGHT

i) 15 mm.

ii) 20 mm.

iii) 25 mm.

iv) 32 mm.

v) 40 mm.

vi) 50 mm.

vii) 65 mm.

viii) 80 mm.

ix) 100 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithED


1 2 3 4 5

WithoutED

87.00

113.00

177.00

223.00

259.00

359.00

461.00

589.00

849.00

1052.00

1266.00

2.


96.00

125.00

196.00

246.00

285.00

395.00

508.00

649.00

936.00

1159.00

1396.00

23.00

26.00

32.00

37.00

46.00

55.00

80.00

89.00

106.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

90


1 2 3 4 5

b) MEDIUM

i) 15 mm.

ii) 20 mm.

iii) 25 mm.

iv) 32 mm.

v) 40 mm

vi) 50 mm

vii) 65 mm

viii) 80 mm

ix) 100 mm

x) 125 mm

xi) 150 mm

c) HEAVY

i) 15 mm.

ii) 20 mm.

iii) 25 mm.

iv) 32 mm.

v) 40 mm.

vi) 50 mm.

vii) 65 mm.

viii) 80 mm.

ix) 100 mm.

x) 125 mm

xi) 150 mm

Note : Only85% rate shall be payable tillsatisfactory hydraulic testing is given.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


25.00

28.00

34.00

39.00

50.00

59.00

86.00

97.00

106.00

113.00

119.00

27.00

30.00

36.00

43.00

54.00

67.00

94.00

113.00

106.00

118.00

128.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

WithED

WithED

91


1 2 3 4 5

V. STONEWARE PIPES

Providing ISI standard Stoneware pipes including all taxes (Cen-tral and local), inspection charges, railway freight, unloading from rail-way wagons, loading into trucks, transport to departmentalstores, unloading, stacking etc. complete as per IS-651.

i) 100 mm

ii) 150 mm

iii) 200 mm.

iv) 225 mm.

v) 250 mm.

vi) 300 mm.

Lowering, laying and jointing in proper grade and align-ment Stoneware pipes with cement joints in C. M. (1:1) propor-tion of following diameters including cost of conveyance from storesto site of work jointing material, labour, giving satisfactory hydrau-lic testing etc. complete as per IS-1742.

i) 100 mm

ii) 150 mm

iii) 200 mm.

iv) 225 mm.

v) 250 mm.

vi) 300 mm.

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

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

SECTION - I : STONEWARE PIPES

1.

2.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

122.00

167.00

223.00

269.00

300.00

352.00

64.00

105.00

131.00

143.00

156.00

183.00

92


1 2 3 4 5

VI. R.C.C. PIPES

Providing ISI standard R.C.C. pipes in stan-dard lengths of following class and diametersuitable for either collar joints or rubber ringjoints, including all taxes (Central and local),inspection charges, transport to departmentalstores/site, unloading and stacking etc. com-plete as per IS-458/1988.

Note : One collar should be supplied witheach full length plain ended RCCpipe, cost including in rates be-low. One rubber ring should be sup-plied with each full length of sock-eted pipe, cost included in rates be-low.

a) Class ‘P-I’



xi) 500 mm.xii) 600 mm.xiii) 700 mm.xiv) 800 mm.xv) 900 mm.xvi) 1000 mm.xvii) 1100 mm.xviii) 1200 mm.

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT


309.00324.00339.00396.00452.00

494.00632.00681.00864.00

1064.00

1280.001615.002103.002428.003056.003580.004068.004887.00

SECTION - I : R.C.C. PIPES

281.00294.00309.00360.00411.00

449.00575.00619.00785.00966.00

1163.001466.001910.002205.002775.003252.003694.004438.00

273.00293.00304.00355.00407.00

443.00567.00613.00782.00962.00

1153.001456.001892.002184.002751.003225.003662.004402.00

247.00267.00275.00322.00369.00

403.00514.00556.00710.00873.00

1046.001322.001719.001983.002498.002928.003326.003998.00

1.

With

E. D.

Without E.D.

With

E. D.

Without

E. D.

CollarJoints

Rubber Ring Joints

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

93

b) Class ‘P-II’

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

iv) 200 mm.v) 225 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) 800 mm.xv) 900 mm.xvi) 1000 mm.

c) Class ‘P-III’

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

iv) 200 mm.v) 225 mm.vi) 250 mm.

RMTRMTRMT

RMTRMTRMT

RMTRMTRMT

RMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMT

RMTRMTRMT

UnitDescription

1 2 3 4 5


Sr. No.

With

E. D.Without

E. D.

Collar Joints Rubber RingJoints

With

E. D.Without

E. D.

329.00351.00420.00

566.00670.00725.00

956.001193.001332.00

1616.002256.002797.00

3811.004583.005163.006249.00

355.00383.00437.00

594.00709.00829.00

299.00319.00381.00

513.00608.00659.00

869.001084.001210.00

1467.002049.002541.00

3461.004163.004689.005675.00

322.00348.00397.00

540.00643.00753.00

293.00316.00379.00

513.00604.00658.00

914.001080.001213.00

1450.002056.002521.00

3466.004177.005202.005626.00

351.00379.00438.00

595.00709.00830.00

265.00286.00344.00

465.00547.00598.00

829.00981.00

1101.00

1317.001897.002290.00

3148.003794.004724.005109.00

318.00343.00397.00

540.00643.00752.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

94

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

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

xiii) 700 mm.xiv) 800 mm.

d) Class ‘NP-II’( For 2.00 m. length )


vi) 250 mm.vii) 300 mm.

( For 2.50 m. length )viii) 350 mm.ix) 400 mm.x) 450 mm.


RMTRMTRMT

RMTRMTRMT

RMTRMT

RMTRMTRMTRMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMTRMTRMT



1 2 3 4 5

With

E. D.Without

E. D.

Collar Joints Rubber RingJoints

With

E. D.

Without

E. D.

1151.001502.002067.00

2372.002895.003719.00

5305.006738.00

290.00298.00348.00407.00454.00

488.00652.00

799.00928.00

1088.00

1272.001679.002422.002767.003545.00

1046.001364.001878.00

2155.002630.003378.00

4819.006119.00

293.00304.00354.00415.00463.00

498.00665.00

815.00947.00

1110.00

1297.001713.002470.002822.003616.00

1151.001502.002067.00

2373.002896.003720.00

5305.006738.00

1045.001364.001878.00

2156.002629.003378.00

4818.006119.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

Collar

Joints

Rubber

Ring Joints

95

DescriptionSr. No.

1 2 4 5

xvi) 1000 mm.

xvii) 1100 mm.

xviii) 1200 mm.

xix) 1400 mm.

xx) 1600 mm.

xxi) 1800 mm.

e) Class NP-III (For 2.00 m. length)

) 80 mm

ii) 100 mm

iii) 150 mm

iv) 200 mm

v) 225 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) 800 mm.

xv) 900 mm.

xvi) 1000 mm.

xvii) 1100 mm.

xviii) 1200 mm.

xix) 1400 mm

xx) 1600 mm

xxi) 1800 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Collar

JointsRubber

RingJoints

CollarJoints

Rubber RingJoints

3


UnitRate

(in Rs.)2012-2013

Rate(in Rs.)

2013-2014

4243.00

5327.00

5703.00

6778.00

7782.00

10901.00

328.00

372.00

410.00

612.00

713.00

763.00

868.00

1537.00

1722.00

2047.00

2274.00

2996.00

4072.00

4851.00

5603.00

6855.00

7930.00

9304.00

11180.00

16292.00

21550.00

4328.00

5434.00

5817.00

6914.00

7938.00

11119.00

335.00

379.00

418.00

624.00

727.00

778.00

885.00

1568.00

1756.00

2088.00

2319.00

3056.00

4153.00

4948.00

5715.00

6992.00

8089.00

9490.00

11404.00

16618.00

21981.00

96SECTION - I : R.C.C. PIPES


1 2 3 4 5

f) Class ‘NP-IV’

i) 80 mm.

ii) 100 mm.

iii) 150 mm.

iv) 200 mm.

v) 225 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) 800 mm.

xv) 900 mm.

xvi) 1000 mm.

xvii) 1100 mm.

xviii) 1200 mm.

xix) 1400 mm.

xx) 1600 mm.

xxi) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Collar

Joints

Rubber

RingJointsCollarJoints

RubberRingJoints

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

353.00

414.00

469.00

655.00

774.00

872.00

1111.00

1687.00

1807.00

2131.00

2604.00

3185.00

4767.00

5444.00

6376.00

9026.00

9792.00

9836.00

15359.00

19148.00

26249.00

360.00

422.00

478.00

668.00

789.00

889.00

1133.00

1721.00

1843.00

2174.00

2656.00

3249.00

4862.00

5553.00

6504.00

9207.00

9988.00

10033.00

15666.00

19531.00

26774.00

97SECTION - I : R.C.C. PIPES


1 2 3 4 5

Lowering, laying and jointing in proper gradeand alignment R.C.C. pipes with collar joints inC.M.1:1 proportion or socketed R.C.C. pipes withrubber joints (excluding cost of rubber ring orR.C.C. collar,) including cost of conveyance fromstores to site of work, cost of jointing material,labour, giving hydraulic testing etc. complete asdirected by Engineer-in-charge (For all classof pipes.) as per IS-783-1985.




xvi) 1000 mm.xvii) 1100 mm.xviii) 1200 mm.xix) 1400 mm.xx) 1600 mm.xxi) 1800 mm.

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

2.

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMTRMT

CollarJoints

RubberRing

Joints

Collar

Joints

Rubber

Ring Joints

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

44.0053.0080.00

106.00124.00

140.00168.00173.00220.00266.00

290.00367.00416.00482.00530.00

580.00806.00856.00954.00

1052.001150.00

31.0037.0056.0075.0088.00

98.00118.00121.00155.00185.00

203.00254.00289.00334.00369.00

404.00547.00582.00652.00722.00792.00

98


1 2 3 4 5

VII. P. S. C. PIPESProviding ISI standard Pre - stressed Cement con-crete pipes of following class and diameter including cost ofall meterial and labour required, cost of all taxes(Central andlocal) , inspection charges, transportaion to stores/ site, un-loading and stacking etc. complete as per IS-784-2001.i) Factory test pressurea) Site test pressure + 01N/mm2, For working pressure upto 1N/mm2b) Site test pressure + 02N/mm2, For working pressure upto 1N/mm2ii) Site test pressure - 1.5 times working pressure pertainingto the section or 1.1 times static pressure, which ever is more(such pressure is to be control within 25% of pumphead incaseof pumping main)iii) Working pessure - The maximum sustained internal pres-sure excluding surge to which each portion of pipeline my besubjected when installed.

Note : One rubber ring should be supplied witheach pipe, cost included in rates below.

a) Factory Test Pressure 2 kg/Sqcm



xi) 1200 mm.xii) 1300 mm.xiii) 1400 mm.xiv) 1500 mm.xv) 1600 mm.xvi) 1700 mm.xvii) 1800 mm.

1.

RMTRMTRMTRMTRMT

RMTRMTRMTRMTRMT


3400.003657.003837.004225.005078.00

5654.006983.008684.00

10121.0011560.00

13358.0015447.0016996.0019452.0021575.0023699.0025823.00

SECTION - I : P. S. C. PIPES

With

ED

3085.003318.003481.003833.004608.00

5130.006335.007878.009184.00

10488.00

12119.0014014.0015419.0017648.0019574.0021501.0023427.00

Without

ED

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

99

UnitSr. No.

1 2 3 4 5

b) Factory Test Pressure 4 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

c) Factory Test Pressure 6 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


3400.00

3658.00

3837.00

4225.00

5080.00

5656.00

6984.00

8685.00

10124.00

11562.00

13358.00

15451.00

16998.00

19455.00

21578.00

23703.00

25825.00

3404.00

3678.00

3847.00

4255.00

5148.00

3085.00

3319.00

3481.00

3833.00

4609.00

5131.00

6336.00

7879.00

9186.00

10490.00

12120.00

14017.00

15420.00

17651.00

19577.00

21504.00

23430.00

3089.00

3338.00

3490.00

3861.00

4670.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

100

3 4 5

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

d) Factory Test Pressure 8 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


5851.00

7242.00

9027.00

10529.00

11988.00

13888.00

16044.00

17652.00

20220.00

22456.00

24693.00

26929.00

3411.00

3705.00

3871.00

4315.00

5321.00

6146.00

7548.00

9409.00

11004.00

12590.00

14576.00

16861.00

18637.00

21355.00

24097.00

26838.00

29579.00

5310.00

6570.00

8189.00

9552.00

10877.00

12599.00

14555.00

16014.00

18344.00

20373.00

22402.00

24432.00

3094.00

3362.00

3513.00

3915.00

4827.00

5577.00

6848.00

8537.00

9983.00

11423.00

13226.00

15299.00

16909.00

19376.00

21861.00

24348.00

26836.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

101


1 2 3 4 5

e) Factory Test Pressure 10 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

f) Factory Test Pressure 12 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


3428.00

3757.00

4007.00

4489.00

5550.00

6396.00

7933.00

9886.00

11577.00

13285.00

15392.00

17821.00

20144.00

23092.00

25733.00

28372.00

31012.00

3512.00

3855.00

4134.00

4642.00

5771.00

3110.00

3407.00

3635.00

4071.00

5035.00

5802.00

7197.00

8969.00

10505.00

12053.00

13964.00

16168.00

18275.00

20951.00

23347.00

25742.00

28138.00

3185.00

3498.00

3750.00

4211.00

5235.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

With

ED

Without

ED

102


1 2 3 4 5

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

g) Factory Test Pressure 14 kg./Sqcm.

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


6683.00

8309.00

10333.00

12105.00

13879.00

16357.00

18944.00

20960.00

24004.00

26746.00

29490.00

32232.00

3598.00

3957.00

4262.00

4792.00

5993.00

6972.00

8688.00

10827.00

12915.00

14840.00

17205.00

19860.00

22633.00

6064.00

7539.00

9375.00

10984.00

12592.00

14842.00

17089.00

19017.00

21777.00

24266.00

26754.00

29243.00

3263.00

3591.00

3866.00

4348.00

5437.00

6326.00

7882.00

9823.00

11717.00

13464.00

15610.00

18018.00

20534.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

With

ED

Without

ED

103


1 2 5

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

h) Factory Test Pressure 16 kg./Sqcm.

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


25936.00

29004.00

32072.00

35141.00

3675.00

4064.00

4391.00

4950.00

6213.00

7266.00

9063.00

12030.00

13539.00

16249.00

18754.00

21585.00

23826.00

28302.00

31744.00

35186.00

38627.00

23531.00

26315.00

29099.00

31883.00

3335.00

3687.00

3985.00

4492.00

5637.00

6592.00

8222.00

10915.00

12283.00

14740.00

17015.00

19584.00

21617.00

25677.00

28800.00

31923.00

35044.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

With

ED

Without

ED

104


i) Factory Test Pressure 18 kg/Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

3 4 51 2


3761.00

4176.00

4518.00

5105.00

6434.00

7946.00

9916.00

12542.00

14738.00

17008.00

19658.00

22642.00

29877.00

33689.00

37971.00

42252.00

46533.00

3412.00

3788.00

4099.00

4631.00

5837.00

7210.00

8996.00

11378.00

13371.00

15430.00

17835.00

20542.00

27107.00

30564.00

34450.00

38334.00

42218.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

With

ED

Without

ED

With

ED

Without

ED

105


3 4 51 2


J) Factory Test pressure 20 kg/Sqcm.

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

3491.00

3881.00

4219.00

4776.00

6044.00

7986.00

10624.00

12559.00

15109.00

17961.00

22588.00

24853.00

29033.00

32915.00

36812.00

40708.00

44605.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3849.00

4277.00

4649.00

5265.00

6661.00

8803.00

11711.00

13843.00

16654.00

19796.00

24895.00

27394.00

32000.00

36169.00

40452.00

44734.00

49015.00

With

ED

Without

ED

With

ED

Without

ED

106


Lowering, laying and jointing in proper grade and alignmentPre-Stressed Cement Concrete Pipes with rubber ring jointsincluding cost of conveyance from stores to site of works, alllabour involved, giving hydraulic testing, etc. complete butexcluding cost of rubber rings (for all class of pipes)

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm

xi) 1200 mm

xii) 1300 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

105.00

148.00

179.00

203.00

270.00

297.00

334.00

345.00

445.00

585.00

626.00

743.00

31 2

2.

54


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

107



31 2 54

784.00

989.00

1112.00

1239.00

1310.00

xiii) 1400 mm

xiv) 1500 mm

xv) 1600 mm

xvi) 1700 mm.

xvii) 1800 mm.

Only 85% rate is payable till satisfactoryhydraulic testing is given.

Whenever manufacturer is separated antcontractor for lowering, laying, jointing andtsting is separate, the principal contractorshall enter into an agreement with P.S.C.pipe manufacturer foar satisfactory manu-facturing, transporting, lowering, layingjointing and testing of pipes. This foot noteshall appear into the tender conditions.

Note :

2)

1)

RMT

RMT

RMT

RMT

RMT

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

108

1.

VIII. BAR WRAPPED STEEL CYLINDER PIPES (BWSC)Providing and supplying European StandardEN 639/1994 and EN 641/1994 or AWWAC-303 standard and reinforced concrete pres-sure pipes cylinder type or IS-15155-2002(Bar wrapped steel cylinder pipes suitable foroverlaping steel welded joint or butt welded steeljoints) of following class and diameter includingcost of all material and labour required, cost ofall taxes (Central and State Govt.), inspectioncharges, transportation to stores/ site, transit in-surance, loading and unloding and stacking etc.complete.

i) Factory test pressurea) Site test pressure + 01N/mm2, For workingpressure upto 1 N/mm2b) Site test pressure + 02N/mm2, For workingpressure upto 1 N/mm2ii) Site test pressure - 1.5 times working pres-sure pertaining to the section or 1.1 times staticpressure, which ever is more (such pressure is tobe control within 25% of pumphead incase ofpumping main)iii) Working pessure - The maximum sustainedinternal pressure excluding surge to which eachportion of pipeline my be subjected when in-stalled.

Note : 1) Class mentioned below represents the working pressure of pipe.2) For external coating at site to the joints, necessary polythene wrap ping for pouring cement slurry shall also be given free with each pipe.

DescriptionSr. No.

1 2

SECTION - I : BAR WRAPPED STEELCYLINDER PIPES

Unit

3 4 5

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

109

a) Factory Test Pressure 4 kg / Sqcm

i) 350 mm.

ii) 400 mm.

ii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

DescriptionSr. No.

1 2


Unit

3 4 5

3706.00

4064.00

4499.00

5006.00

6510.00

7522.00

8168.00

11414.00

13155.00

18907.00

21085.00

24621.00

26410.00

28184.00

30364.00

32213.00

34393.00

WithE.D.

3366.00

3691.00

4086.00

4546.00

5912.00

6831.00

7418.00

10367.00

11947.00

17171.00

19149.00

22362.00

23986.00

25598.00

27577.00

29256.00

31237.00

WithoutE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

110

b) Factory Test Pressure 6 kg / Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

DescriptionSr. No. Unit

WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

1 2 3 4 5


3369.00

3694.00

4089.00

4554.00

5920.00

6838.00

7425.00

10373.00

11953.00

17179.00

19157.00

22367.00

23992.00

25604.00

27584.00

29262.00

31243.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3710.00

4068.00

4501.00

5013.00

6517.00

7528.00

8175.00

11421.00

13160.00

18913.00

21090.00

24627.00

26416.00

28192.00

30370.00

32219.00

34399.00

111

DescriptionSr. No.

1 2

Unit

3 4 5

c) Factory Test Pressure 8 kg / Sqcm

.

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

vii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

d) Factory Test Pressure 10 kg / Sqcm

i) 350 mm.

ii) 400 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

3373.00

3698.00

4092.00

4564.00

5928.00

6847.00

7434.00

10383.00

11964.00

17187.00

19165.00

22378.00

24002.00

25614.00

27594.00

29272.00

31253.00

3375.00

3702.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3713.00

4071.00

4506.00

5025.00

6528.00

7540.00

8186.00

11432.00

13172.00

18925.00

21102.00

24638.00

26427.00

28203.00

30382.00

32230.00

34411.00

3717.00

4075.00

112

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

2 5431

WithE.D.

WithoutE.D.

WithE.D.


4509.00

5040.00

6544.00

7555.00

8202.00

11437.00

13187.00

18941.00

21117.00

24653.00

26443.00

28218.00

30397.00

32245.00

34426.00

4095.00

4577.00

5943.00

6862.00

7449.00

10398.00

11978.00

17202.00

19180.00

22392.00

24016.00

25629.00

27608.00

29286.00

31268.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

113

e) Factory Test Pressure 12 kg / Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

2 5431

WithE.D.

WithoutE.D.

WithE.D.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3720.00

4079.00

4513.00

5059.00

6564.00

7575.00

9368.00

11448.00

14231.00

18960.00

21138.00

24675.00

26464.00

28538.00

31570.00

34171.00

38004.00

3379.00

3704.00

4099.00

4597.00

5961.00

6880.00

8507.00

10398.00

12925.00

17221.00

19200.00

22411.00

24036.00

25921.00

28673.00

31036.00

34516.00

114

DescriptionSr. No.

1 2

Unit

3 4 5

f) Factory Test Pressure 14 kg / Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

3724.00

4083.00

4526.00

5152.00

6683.00

8695.00

10196.00

12574.00

15138.00

19037.00

21130.00

25286.00

28572.00

31792.00

35451.00

38923.00

42585.00

3383.00

3707.00

4110.00

4679.00

6069.00

7898.00

9259.00

11420.00

13750.00

17291.00

19191.00

22965.00

25951.00

28874.00

32197.00

35351.00

38678.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

115

UnitSr. No. Description

g) Factory Test Pressure 16 kg / Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

h) Factory Test Pressure 18 kg / Sqcm

i) 350 mm.

ii) 400 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

1 2 3 4 5

WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.


3386.00

3712.00

4255.00

5018.00

6515.00

8407.00

10073.00

12458.00

15143.00

18238.00

21269.00

25337.00

28601.00

31896.00

35470.00

39371.00

43932.00

3391.00

3767.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

3728.00

4087.00

4684.00

5525.00

7173.00

9254.00

11090.00

13717.00

16673.00

20080.00

23418.00

27896.00

31490.00

35119.00

39052.00

43349.00

48369.00

3732.00

4148.00

116

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

i) Factory Test Pressure 20 kg / Sqcm

i) 350 mm.

ii) 400 mm.

iii) 450 mm.

iv) 500 mm.

v) 600 mm.

vi) 700 mm.

vii) 800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

DescriptionSr. No.

1 2

Unit

3 4 5


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

4833.00

5691.00

7444.00

9785.00

11550.00

14275.00

17415.00

20957.00

24417.00

28992.00

33132.00

36595.00

41512.00

46039.00

50958.00

3719.00

4380.00

5004.00

6065.00

7935.00

10317.00

12595.00

4389.00

5168.00

6761.00

8888.00

10491.00

12966.00

15817.00

19033.00

22177.00

26333.00

30092.00

33237.00

37703.00

41816.00

46283.00

3379.00

3979.00

4544.00

5509.00

7207.00

9371.00

11439.00

117

viii) 900 mm.

ix) 1000 mm.

x) 1100 mm.

xi) 1200 mm.

xii) 1300 mm.

xiii) 1400 mm.

xiv) 1500 mm.

xv) 1600 mm.

xvi) 1700 mm.

xvii) 1800 mm.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Notes :

1) For lowering, laying & pouring of cement mortar in the field on joints ( after laying and welding ), rates asper P. S. C. pipes lowering, laying and jointing shall be adopted.

2) For field welding rates applicable for similar welding in M. S. pipes given in that section shall be abopted.

3) Whenever manufacturer is separate and contractor for lowering laying, jointing and testing is separate, thepricipal contractor shall be enter into an agreement with B. W. S. C. pipe manufacturer for satisfactorymanufacturing transporting, lowering, laying, jointing and testing of pipes.

This footnote shall appear into the tender condition.

4) No negative tolerance shall be accepted for the M. S. Shell thickness of B. W. S. C. pipes over thethickness mentioned in E. N. 641 of AWWA AC 303.

UnitSr. No. Description

3 4 521

With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

14125.00

17282.00

20741.00

24114.00

28644.00

33012.00

37179.00

41525.00

46389.00

51351.00

15551.00

19029.00

22835.00

26549.00

31538.00

36348.00

40934.00

45721.00

51075.00

56537.00

118


1 2 3 4 5

IX. GLASS REINPORCED PLASTIC PIPES (GRP)

Providing and supplying Glass fibre reinforced polyester pipes conforming to BIS -12709 / BIS 14402 with double bell REKAGRP coupling EPDM rubber gaskets for seal-ing of following pressure diameter and stiff-ness class including cost of all material andlabour required cost of all taxes (Central andState Govt.), insurance, transportation to siteof work / store unloading and stacking etc.complete.

A. Class (SN) 2500

a) 3 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

1.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

SECTION - I : G. R. P. PIPES

1371.00

1586.00

1745.00

1965.00

2222.00

2855.00

3548.00

4357.00

5324.00

6315.00

7677.00

8938.00

1229.00

1422.00

1565.00

1761.00

1992.00

2559.00

3181.00

3906.00

4773.00

5662.00

6883.00

8013.00

With E.D.

With outE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

119


1 2 3 4 5

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xiii) 1700 mm

xiv) 1800 mm

xv) 1900 mm

xvi) 2000 mm

xiii) 2100 mm

xiv) 2200 mm

xiv) 2300 mm

xv) 2400 mm

b) 6 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

10121.00

11685.00

13280.00

15466.00

18269.00

19935.00

22284.00

24092.00

26923.00

28899.00

31232.00

33384.00

1422.00

1626.00

1827.00

2029.00

2307.00

2988.00

3715.00

4552.00

9074.00

10477.00

11907.00

13867.00

16573.00

18085.00

20216.00

21856.00

24424.00

26217.00

28333.00

30286.00

1275.00

1458.00

1638.00

1819.00

2068.00

2679.00

3331.00

4081.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

120

DescriptionSr. No.

1 2

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

ix) 1700 mm

x) 1800 mm

xi) 1900 mm

xii) 2000 mm

xiii) 2100 mm

xiv) 2200 mm

xv) 2300 mm

xvi) 2400 mm

Unit

3 4 5

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

5545.00

6595.00

7992.00

9249.00

10583.00

12109.00

13814.00

16111.00

19038.00

20715.00

23181.00

25033.00

27987.00

30159.00

32504.00

34710.00

4972.00

5913.00

7166.00

8293.00

9489.00

10857.00

12385.00

14445.00

17271.00

18793.00

21029.00

22710.00

25389.00

27360.00

29488.00

31489.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

121

c) 9 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

1468.00

1706.00

1902.00

2157.00

2445.00

3171.00

3949.00

4919.00

6009.00

7114.00

1316.00

1530.00

1705.00

1933.00

2192.00

2843.00

3541.00

4410.00

5387.00

6378.00

DescriptionSr. No.

1 2

Unit

3 4 5


WithoutE.D.

WithE.D.

WithoutE.D.

WithE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

122

DescriptionSr. No.

1 2

xi) 1100 mm

xii) 1200 mm

ix) 1300 mm

x) 1400 mm

xi) 1500 mm

xii) 1600 mm

ix) 1700 mm

x) 1800 mm

xi) 1900 mm

xii) 2000 mm

ix) 2100 mm

x) 2200 mm

xi) 2300 mm

xii) 2400 mm

Unit

3 4 5

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithE.D.

WithoutE.D.

WithE.D.

WithoutE.D.

8598.00

9983.00

11527.00

13245.00

15044.00

17564.00

20797.00

22744.00

25266.00

27416.00

30510.00

32799.00

35415.00

38193.00

7708.00

8950.00

10335.00

11875.00

13488.00

15747.00

18867.00

20633.00

22921.00

24872.00

27678.00

29755.00

32129.00

34649.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

123

DescriptionSr. No.

1 2

Unit

3 4 5

d) 12 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xiii) 1700 mm

xiv) 1800 mm

xv) 1900 mm

xvi) 2000 mm

xiii) 2100 mm

xiv) 2200 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1556.00

1796.00

2000.00

2613.00

2264.00

3407.00

4225.00

5234.00

6418.00

7650.00

9377.00

10936.00

12378.00

14246.00

16289.00

18892.00

22414.00

24573.00

27200.00

29580.00

32976.00

35587.00

1395.00

1610.00

1793.00

2342.00

2029.00

3054.00

3788.00

4693.00

5754.00

6859.00

8406.00

9805.00

11097.00

12772.00

14604.00

16938.00

20334.00

22293.00

24676.00

26835.00

29916.00

32284.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

124

DescriptionSr. No.

1 2

Unit

3 4 5

e) 16 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xiii) 1700 mm

xiv) 1800 mm

xv) 1900 mm

xvi) 2000 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


WithE.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1620.00

1871.00

2080.00

2398.00

2756.00

3642.00

4543.00

5669.00

6987.00

8292.00

10173.00

11804.00

13549.00

15595.00

17692.00

20527.00

24695.00

26988.00

30134.00

32796.00

1452.00

1677.00

1865.00

2150.00

2471.00

3265.00

4073.00

5082.00

6264.00

7434.00

9121.00

10583.00

12147.00

13982.00

15862.00

18404.00

22403.00

24483.00

27338.00

29752.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

125

DescriptionSr. No.

1 2

Unit

3 4 5

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

B. Class (SN) 5000

a) 3 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xvii) 1700 mm

xviii) 1800 mm

xix) 1900 mm

xx) 2000 mm

xx) 2100 mm

xx) 2200 mm


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1470.00

1724.00

1965.00

2234.00

2472.00

3222.00

4033.00

4999.00

6155.00

7321.00

8874.00

10401.00

11843.00

13612.00

15533.00

18058.00

21385.00

23454.00

26105.00

28394.00

31611.00

34120.00

1317.00

1546.00

1761.00

2004.00

2216.00

2889.00

3616.00

4482.00

5519.00

6564.00

7956.00

9325.00

10618.00

12204.00

13926.00

16190.00

19400.00

21277.00

23682.00

25758.00

28677.00

30954.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

126

DescriptionSr. No.

1 2

Unit

3 4 5

b) 6 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xvii) 1700 mm

xviii) 1800 mm

xix) 1900 mm

xx) 2000 mm

xx) 2100 mm

xx) 2200 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1492.00

1753.00

1938.00

2209.00

2545.00

3292.00

4136.00

5119.00

6305.00

7485.00

9154.00

10641.00

12160.00

13952.00

15896.00

18502.00

21907.00

24020.00

26757.00

29152.00

32429.00

35057.00

1338.00

1572.00

1737.00

1980.00

2282.00

2952.00

3708.00

4589.00

5653.00

6711.00

8208.00

9540.00

10902.00

12509.00

14252.00

16589.00

19874.00

21791.00

24274.00

26446.00

29420.00

31804.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

127

DescriptionSr. No.

1 2

Unit

3 4 5

c) 9 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xvii) 1700 mm

xviii) 1800 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1547.00

1813.00

2040.00

2323.00

2657.00

3650.00

4334.00

5582.00

6590.00

7861.00

12694.00

14442.00

16271.00

18213.00

20866.00

23703.00

28204.00

30732.00

1387.00

1625.00

1829.00

2082.00

2382.00

3273.00

3886.00

5005.00

5909.00

7049.00

11381.00

12948.00

14588.00

16330.00

18707.00

21252.00

25586.00

27880.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

128

DescriptionSr. No.

1 2

Unit

3 4 5

d) 12 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xvii) 1700 mm

xviii) 1800 mm

xix) 1900 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1591.00

1887.00

2086.00

2415.00

2758.00

3642.00

4591.00

5666.00

7076.00

8322.00

10229.00

11886.00

13623.00

15698.00

17831.00

20607.00

24516.00

26951.00

29866.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1426.00

1692.00

1870.00

2165.00

2473.00

3265.00

4116.00

5080.00

6344.00

7461.00

9170.00

10657.00

12214.00

14074.00

15986.00

18476.00

22241.00

24450.00

27095.00

129

DescriptionSr. No.

1 2

Unit

3 4 5

e) 15 Kg/Sq. cm :

i) 300 mm

ii) 350 mm

iii) 400 mm

iv) 450 mm

v) 500 mm

vi) 600 mm

vii) 700 mm

viii) 800 mm

ix) 900 mm

x) 1000 mm

xi) 1100 mm

xii) 1200 mm

xiii) 1300 mm

xiv) 1400 mm

xv) 1500 mm

xvi) 1600 mm

xvii) 1700 mm

xviii) 1800 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

Note : 1) For lowering, laying & jointing rates of GRP pipes 50 % rates for lowering, laying & jointing of PSC pipes of corresponding diameter shall be adopted.2) Where manufacturer is seperate & contractor for lowering,laying jointing &testing is seperate the principal controctor shall enter into an aggrement with G.R.P. pipe manufacture for safisfactory manufacturing, transporting, lowering, laying, jointing & testing of pipe.This foot Note shall appear in tender conditions.3) Only 85 % Payment shall be payable till satisfactory hydraulic testing is given.


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

1647.00

1962.00

2193.00

2533.00

2890.00

3836.00

4827.00

6040.00

7450.00

8882.00

10802.00

12657.00

14463.00

16688.00

18981.00

21975.00

26079.00

28722.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

1477.00

1758.00

1966.00

2271.00

2591.00

3439.00

4328.00

5415.00

6679.00

7963.00

9685.00

11348.00

12967.00

14962.00

17018.00

19703.00

23659.00

26057.00

130

DescriptionSr. No.

1 2

1.

SECTION - I : H. D. P. E. PIPES

Unit

3 4 5

X. H. D. P. E. PIPES

Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary joint-ing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint,including all local & central taxes, transportationand fright charges inspection charges, loading /unloading charges, conveyance to the departmen-tal stores / site & stacking the same in closedshade duly protecting from sunrays & rains, etc.complete.

PE-100a) 6 Kg/Sq. cm :

i) 63 mm

ii) 75 mm

iii) 90 mm

iv) 110 mm

v) 125 mm

vi) 140 mm

vii) 160 mm

viii) 180 mm

ix) 200 mm

x) 225 mm

xi) 250 mm

xii) 280 mm

xiii) 315 mm

xiv) 355 mm

xv) 400 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

WithE.D.

WithoutE.D.

91.00

132.00

184.00

267.00

364.00

457.00

592.00

746.00

876.00

1129.00

1385.00

1737.00

2201.00

2790.00

3654.00

A.)WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

84.00

119.00

167.00

242.00

330.00

415.00

538.00

678.00

794.00

1024.00

1257.00

1576.00

1997.00

2531.00

3315.00

131

DescriptionSr. No.

1 2

Unit

3 4 5

xvi) 450 mm

xvii) 500 mm

xviii) 560 mm

xix) 630 mm

xx) 710 mm

xxi) 800 mm

xxii) 900 mm

xxxiii) 1000 mm

b) 8 Kg/Sq. cm :

i) 63 mm

ii) 75 mm

iii) 90 mm

iv) 110 mm

v) 125 mm

vi) 140 mm

vii) 160 mm

viii) 180 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

4814.00

5953.00

7451.00

9385.00

11891.00

14336.00

18161.00

22394.00

116.00

172.00

231.00

340.00

461.00

576.00

750.00

945.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

4368.00

5400.00

6760.00

8509.00

10986.00

13244.00

16778.00

20690.00

105.00

156.00

209.00

308.00

418.00

524.00

680.00

857.00

132

ix) 200 mm

x) 225 mm

xi) 250 mm

xii) 280 mm

xiii) 315 mm

xiv) 355 mm

xv) 400 mm

xvi) 450 mm

xvii) 500 mm

xviii) 560 mm

xix) 630 mm

xx) 710 mm

xxi) 800 mm

xxii) 900 mm

xxxiii) 1000 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

1113.00

1430.00

1762.00

2210.00

2794.00

3537.00

4645.00

6212.00

7663.00

9618.00

12109.00

15344.00

18509.00

23430.00

22868.00

1010.00

1297.00

1598.00

2004.00

2536.00

3209.00

4215.00

5635.00

6951.00

8725.00

10978.00

14176.00

17100.00

21646.00

21127.00

DescriptionSr. No.

1 2

Unit

3 4 5


With E.D.

WithoutE.D.

WithE.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

133

Description

1 2

Unit

3 4 5


With E.D. WithoutE.D.

With E.D. WithoutE.D.

c) 10 Kg/Sq. cm :

i) 63 mm

ii) 75 mm

iii) 90 mm

iv) 110 mm

v) 125 mm

vi) 140 mm

vii) 160 mm

viii) 180 mm

ix) 200 mm

x) 225 mm

xi) 250 mm

xii) 280 mm

xiii) 315 mm

xiv) 355 mm

xv) 400 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

145.00

204.00

290.00

428.00

552.00

690.00

895.00

1136.00

1331.00

1704.00

2129.00

2628.00

3376.00

4236.00

5643.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

131.00

185.00

264.00

389.00

501.00

625.00

813.00

1031.00

1208.00

1547.00

1931.00

2385.00

3062.00

3843.00

5118.00

134

xvi) 450 mm

xvii) 500 mm

xviii) 560 mm

xix) 630 mm

xx) 710 mm

xxi) 800 mm

xxii) 900 mm

xxiii) 1000 mm

d) 12.5 Kg/Sq. cm :

i) 63 mm

ii) 75 mm

iii) 90 mm

iv) 110 mm

v) 125 mm

vi) 140 mm

vii) 160 mm

viii) 180 mm

ix) 200 mm

x) 225 mm

xi) 250 mm

xii) 280 mm

xiii) 315 mm

xiv) 355 mm

xv) 400 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

7509.00

9280.00

11161.00

14659.00

18618.00

22441.00

22710.00

28067.00

169.00

239.00

345.00

508.00

656.00

822.00

1070.00

1354.00

1591.00

2053.00

2525.00

3166.00

4007.00

5089.00

6688.00

6811.00

8418.00

10124.00

13289.00

16880.00

20346.00

20589.00

25445.00

154.00

217.00

314.00

461.00

595.00

746.00

971.00

1228.00

1443.00

1862.00

2290.00

2872.00

3636.00

4617.00

6068.00

Sr. No. Unit

With E.D. With E.D. With out E.D.With out E.D.

1 2 3 4 5

Description


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

135

Sr. No. Unit


1 2 3 4 5

Description


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

xvi) 450 mm

xvii) 500 mm

xviii) 560 mm

xix) 630 mm

xx) 710 mm

xxi) 800 mm

xxii) 900 mm

xxiii) 1000 mm

e) 16 Kg/Sq. cm :

i) 63 mm

ii) 75 mm

iii) 90 mm

iv) 110 mm

v) 125 mm

vi) 140 mm

vii) 160 mm

viii) 180 mm

ix) 200 mm

x) 225 mm

xi) 250 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

8938.00

11015.00

13808.00

17623.00

18175.00

21902.00

27748.00

33795.00

205.00

288.00

414.00

612.00

790.00

986.00

1293.00

1627.00

2808.00

3550.00

4379.00

8108.00

9994.00

12528.00

15978.00

16478.00

19857.00

25156.00

30639.00

185.00

262.00

375.00

554.00

717.00

894.00

1173.00

1476.00

2549.00

3221.00

3973.00

136

Sr. No. Unit


1 2 3 4 5

Description


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

xii) 280 mm

xiii) 315 mm

xiv) 355 mm

xv) 400 mm

xvi) 450 mm

xvii) 500 mm

xviii) 560 mm

xix) 630 mm

xx) 710 mm

xxi) 800 mm

xxii) 900 mm

xxiii) 1000 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

5493.00

6943.00

8809.00

11410.00

14463.00

17835.00

13650.00

17294.00

22006.00

26511.00

33558.00

41199.00

4983.00

6300.00

7990.00

10352.00

13120.00

16180.00

12375.00

15679.00

19951.00

24035.00

30424.00

37353.00

137

DescriptionSr. No.

1 2

2.


Unit

3 4 5

Lowering, Laying and Jointing H. D. P. E.pipes by heating to the ends of pipes withthe help of tefflon coated electric mirror / heaterto the required temparature and then pressingthe ends together against each other, to form amonolithic & leak proof joint by thermosettingprocess. The pressing may be required to bedone with Jacks/ Hydraulic Jacks/Butt fusionmachine etc. complete with all materials laboursas directed by Engineer - in - charge, including,given satisfactory hydraulic test.

For all classes.

i) 63 mmii) 75 mmiii) 90 mmiv) 110 mm

v) 125 mmvi) 140 mmvii) 160 mmviii) 180 mm

ix) 200 mmx) 225 mmxi) 250 mmxii) 280 mm

xiii) 315 mmxiv) 355 mmxv) 400 mmxvi) 450 mm

xvii) 500 mmxviii) 560 mmxix) 630 mm

Rmt.Rmt.Rmt.Rmt.

Rmt.Rmt.Rmt.Rmt.

Rmt.Rmt.Rmt.Rmt.

Rmt.Rmt.Rmt.Rmt.

Rmt.Rmt.Rmt.

WithED

WithoutED

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

37.0040.0055.0058.00

66.0089.0095.0095.00

106.00136.00141.00174.00

191.00209.00211.00238.00

308.00345.00388.00

138

DescriptionSr. No.

1 2

1.

Unit

3 4 5

WithE.D.

WithoutE.D.

XI. M. D. P. E. PIPESProviding and Supplying Blue MDPE pipesconforming to ISO 4427:1996 manufacturedfrom virgin resin PE 80 Food grade compoundedRaw Material having Blue Colour only withquality assurance certificate from qualityagencies like WRC / CIPET (India) / DVGM /KIWA / SPGN etc. for usage in Drinking Watersystem The cost shall include testing of allmaterials, all taxes such as, Sate, Municipal,Inspection charges, transportation up to site,transitinsurance, loading, as specified anddirected.unloading, stacking etc. complete asspecified and directed.

a) PN 16 (SDR 9)


vii) 50 mmviii) 63 mmix) 75 mmx) 90 mm

xi) 110 mmvii) 125 mmxiii) 140 mmxiv) 160 mm

xv) 180 mmxvi) 200 mmxvii) 225 mmxviii) 250 mm

xix) 280 mmxx) 315 mm

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMT

28.0040.0066.0097.00

148.00218.00295.00426.00

633.00817.00

1027.001361.00

1722.002129.002697.003316.00

4169.005362.00

26.0036.0059.0087.00

132.00194.00262.00379.00

563.00727.00914.00

1211.00

1533.001895.002400.002952.00

3711.004772.00

With E.D.

WithoutE.D.

SECTION - I : M. D. P. E. PIPES

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

139

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.b) PN 12.5 (SDR 11)

i) 25 mmiii) 32 mmiv) 40 mm

vii) 50 mmviii) 63 mmix) 75 mmx) 90 mm




c) PN 10 (SDR 13.6)

viii) 63 mmix) 75 mmx) 90 mm



RMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

WithE.D.

WithoutE.D.


37.0062.0090.00

130.00175.00245.00359.00

526.00684.00854.00

1118.00

1439.001778.002248.002770.00

3471.004400.00

150.00212.00305.00

450.00579.00727.00951.00

1205.001483.001881.002315.00

33.0055.0084.00

116.00158.00219.00316.00

468.00609.00760.00995.00

1291.001581.002001.002479.00

3089.003916.00

134.00189.00272.00

401.00516.00647.00846.00

1072.001320.001673.002060.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

140

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.


d) PN 8 (SDR 17)

x) 63 mm.ix) 75 mmx) 90 mmxi) 110 mmvii) 125 mmxiii) 140 mmxiv) 160 mm



e) PN 6 (SDR 21)

ix) 63 mm.xi) 75 mm.x) 90 mm


xv) 180 mmxvi) 200 mmxvii) 225 mmxviii) 250 mmxix) 280 mmxx) 315 mm

RMTRMT


RMTRMTRMTRMT

RMTRMT

RMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMTRMT

WithE.D.

WithoutE.D.


2900.003662.00

122.00171.00247.00367.00470.00589.00771.00

977.001203.001528.001875.00

2399.003040.00

94.00136.00190.00

284.00374.00460.00602.00

756.00939.00

1189.001452.001836.002309.00

2581.003259.00

108.00152.00220.00327.00418.00524.00686.00

870.001071.001360.001705.00

2135.002705.00

84.00121.00169.00

258.00326.00410.00536.00

672.00836.00

1058.001293.001634.002055.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

141

DescriptionSr. No.

1 2

2.

Unit

3 4

WithE.D.

WithoutE.D.Providing & Supply of Electro Fusion Fittings

in accordance with BS EN12201: Part-3suitable for drinking water with in black/ bluecolour manufactured from compounded PE80/PE100 virgin polymer and compatible withPE80/PE100 pipes, in pressure rating SDR11with min PN12.5 rated for water applicationand shall be inclusive of all cost such as testing,all taxes related to central, state & municipal,inspection charges, transportation up to site,transit insurance, loading, unloading, stackingetc. complete.

Couplers 20Couplers 25Couplers 32Couplers 40




Couplers 280Couplers 315

No.No.No.No.

No.No.No.No.

No.No.No.No.

No.No.No.No.

No.No.

100.00100.00100.00173.00

217.00257.00435.00476.00

664.00675.00

1446.001569.00

2254.002530.003189.004973.00

5600.006116.00

With E.D.

WithoutE.D.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

142

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.

Equal Tee 20Equal Tee 25Equal Tee 32Equal Tee 40

Equal Tee 50Equal Tee 63Equal Tee 75Equal Tee 90

Equal Tee 110Equal Tee 125

Equal Tee 160Equal Tee 180Equal Tee 200Equal Tee 225Equal Tee 250

Elbow 90 Deg. 20Elbow 90 Deg. 25Elbow 90 Deg. 32Elbow 90 Deg. 40


Elbow 90 Deg. 110Elbow 90 Deg. 125

Elbow 90 Deg. 160Elbow 90 Deg. 180Elbow 90 Deg. 200Elbow 90 Deg. 225Elbow 90 Deg. 250

No.No.No.No.

No.No.No.No.

No.No.

No.No.No.No.No.

No.No.No.No.

No.No.No.No.

No.No.

No.No.No.No.No.

With E.D.

WithoutE.D.


210.00210.00210.00463.00

473.00775.00

1135.001620.00

2250.003104.00

5380.006758.0010832.0012215.0017895.00

112.00112.00113.00153.00

181.00252.00394.00465.00

641.00816.00

1786.002070.002679.005840.0010943.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

143

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.




Elbow 45 Deg. 160Elbow 45 Deg. 180Elbow 45 Deg. 200Elbow 45 Deg. 225Elbow 45 Deg. 250

Reducer 25 x 20Reducer 32 x 20Reducer 32 x 25Reducer 40 x 32

Reducer 50 x 32Reducer 50 x 40Reducer 63 x 32Reducer 63 x 40Reducer 63 x 50Reducer 90 x 63Reducer 110 x 75Reducer 110 x 90Reducer 125 x 90Reducer 160 x 110

Reducer 180 x 125Reducer 200 x 160Reducer 225 x 160Reducer 250 x 160Reducer 250 x 200

No.No.

No.No.No.No.

No.No.

No.No.No.No.No.

No.No.No.No.

No.No.No.No.No.No.No.No.No.No.

No.No.No.No.No.

With E.D.

WithoutE.D.


120.00145.00

172.00240.00374.00442.00

641.00816.00

1503.001970.002070.002679.005840.00

150.00158.00165.00179.00

179.00179.00217.00217.00217.00536.00697.00697.00774.00

1369.00

1705.002020.002955.004082.004465.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

144

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.

End Cap 20End Cap 25End Cap 32End Cap 40



End Cap 180End Cap 200End Cap 225End Cap 250End Cap 315

Ferrule tapping tee 63 x 1/2"Ferrule tapping tee 63 x 3/4"Ferrule tapping tee 63 x 1"



Ferrule tapping tee 90 x 1¼"Ferrule tapping tee 90 x 1½"Ferrule tapping tee 90 x 2"

No.No.No.No.

No.No.No.No.

No.No.No.No.

No.No.No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

With E.D.

WithoutE.D.


40.0040.0055.0060.00

64.0084.00

308.00351.00

493.00624.00

1021.001106.00

1286.002055.003530.004550.007527.00

757.00757.00757.00

757.00757.00757.00

757.00757.00757.00

982.00982.00982.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

145

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.











No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

No.No.No.

With E.D.

WithoutE.D.


757.00757.00757.00

982.00982.00982.00

757.00757.00757.00

1070.001070.001070.00

1068.001068.001068.00

1540.001540.001540.00

1068.001068.001068.00

1540.001540.001540.00

1271.001271.001271.00

1726.001726.001726.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

146

DescriptionSr. No.

1 2

3.

Unit

3 4 5

WithE.D.

WithoutE.D.

Providing & Supply of Compression fittings,PN16 rated in conformation to ISO:14236-2000 and shall be tested as per ISO:3459,ISO:3501 & ISO:3503, suitable for drinkingwater & approved by WRAS, UK/ KIWA etc,in food grade polypropylene and shall beinclusive of all cost such as testing, all taxesrelated to central, state & unicipal, inspectioncharges, transportation up to site, transitinsurance, loading, unloading, stacking etc.complete.

Male Adaptor 20 x 1/2"Male Adaptor 25 x 3/4"Male Adaptor 32 x 1"Male Adaptor 40 x 1¼"Male Adaptor 50 x 1½"Male Adaptor 63 x 2"

Female Adaptor 20 x 1/2"Female Adaptor 25 x 3/4"Female Adaptor 32 x 1"Female Adaptor 40 x 1¼"Female Adaptor 50 x 1½"Female Adaptor 63 x 2"

Coupling 20 x 20Coupling 25 x 25Coupling 32 x 32Coupling 40 x 40Coupling 50 x 50Coupling 63 x 63

Reducing Coupling 25 x 20Reducing Coupling 32 x 20Reducing Coupling 32 x 25Reducing Coupling 40 x 25Reducing Coupling 40 x 32Reducing Coupling 50 x 32Reducing Coupling 50 x 40Reducing Coupling 63 x 50

No.No.No.No.No.No.

No.No.No.No.No.No.

No.No.No.No.No.No.

No.No.No.No.No.No.No.No.

With E.D.

WithoutE.D.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

68.0078.00

100.00184.00241.00344.00

73.0086.00

108.00202.00259.00365.00

70.0077.0098.00

187.00240.00347.00

128.00169.00169.00289.00289.00374.00374.00530.00

147

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

WithoutE.D.

90 Deg. Elbow 2090 Deg. Elbow 2590 Deg. Elbow 3290 Deg. Elbow 4090 Deg. Elbow 5090 Deg. Elbow 63

90 Deg. Elbow threaded male off take 20 x 1/2"90 Deg. Elbow threaded male off take 25 x 3/4"90 Deg. Elbow threaded male off take 32 x 1"90 Deg. Elbow threaded male off take 40 x 1/4"90 Deg. Elbow threaded male off take 50 x 1/2"90 Deg. Elbow threaded male off take 63 x 2"

90 Deg. Elbow threaded Female male off take 20 x 1/2"90 Deg. Elbow threaded Female male off take 25 x 3/4"90 Deg. Elbow threaded Female male off take 32 x 1"90 Deg. Elbow threaded Female male off take 40 x 1¼"90 Deg. Elbow threaded Female male off take 50 x 1½"90 Deg. Elbow threaded Female male off take 63 x 2"

Equal Tee 20 x 20 x 20Equal Tee 25 x 25 x 25Equal Tee 32 x 32 x 32Equal Tee 40 x 40 x 40Equal Tee 50 x 50 x 50Equal Tee 63 x 63 x 63

End Cap 20End Cap 25End Cap 32End Cap 40End Cap 50End Cap 63

No.No.No.No.No.No.

No.No.No.No.No.No.

No.No.No.No.No.No.

No.No.No.No.No.No.

No.No.No.No.No.No.

With E.D.

WithoutE.D.


Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

130.00155.00190.00312.00443.00600.00

78.0095.00

123.00197.00269.00374.00

89.00110.00132.00257.00337.00443.00

155.00204.00264.00436.00590.00839.00

40.0040.0055.0060.0064.0084.00

148

DescriptionSr. No.

1 2

1.

SECTION - I : P. C. C. PIPES

Unit

3 4 5

With E.D.

WithoutE.D.

XII. P. C. C. PIPES

Providing and Supplying Prestressed Con-crete Cylinder Pipes suitable for sliding ovrelapweld joint or confined rubber ring joint withnecessary rubber ring of following class and di-ameter including cost of all taxes (central & lo-cal) transportation, inspection charges to siteof work / store, transit insurance, unloading andstacking etc. complete.

i) Factory test pressure

a) Site test pressure + 01N/mm2, For workingpressure upto 1 N/mm2

b) Site test pressure + 02N/mm2, For workingpressure upto 1 N/mm2

ii) Site test pressure - 1.5 times working pres-sure pertaining to the section or 1.1 times staticpressure, which ever is more (such pressure isto be control within 25% of pumphead incaseof pumping main)

iii) Working pessure - The maximum sustainedinternal pressure excluding surge to which eachportion of pipeline my be subjected when in-stalled.

As Per 784 : 2001

a) F T P - 4 Kg/Sq. cm

i) 350 mm

ii) 400 mm

iii) 450 mm

iv) 500 mm

RMT

RMT

RMT

RMT

4464.00

4909.00

5390.00

5965.00

4054.00

4457.00

4896.00

5417.00

With E.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

149

DescriptionSr. No.

1 2


Unit

3 4 5

With E.D.

WithoutE.D.

v) 600 mm

vi) 700 mm

vii) 800 mm

viii) 900 mm

ix) 1000 mm

x) 1100 mm

xi) 1200 mm

xii) 1300 mm

xiii) 1400 mm

xiv) 1500 mm

xv) 1600 mm

xvi) 1700 mm.

xvii) 1800 mm.

b) F T P - 5.5 Kg/Sq. cm

i) 350 mm

ii) 400 mm

iii) 450 mm

iv) 500 mm

With E.D.

WithoutE.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

7213.00

8334.00

9382.00

11499.00

13280.00

14870.00

16349.00

18890.00

20511.00

21993.00

23476.00

24958.00

26440.00

4464.00

4930.00

5417.00

6000.00

6551.00

7569.00

8522.00

10445.00

12062.00

13505.00

14849.00

17156.00

18628.00

19975.00

21321.00

22668.00

24014.00

4054.00

4479.00

4923.00

5449.00

150

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

v) 600 mm

vi) 700 mm

vii) 800 mm

viii) 900 mm

ix) 1000 mm

x) 1100 mm

xi) 1200 mm

xii) 1300 mm

xiii) 1400 mm

xiv) 1500 mm

xv) 1600 mm

xvi) 1700 mm.

xvii) 1800 mm.

c) F T P - 7 Kg/Sq. cm

i) 350 mm

ii) 400 mm

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


Without E.D. With

E.D.Without

E.D.

7262.00

8400.00

9493.00

11606.00

13412.00

15040.00

17157.00

19169.00

20866.00

22350.00

23832.00

25315.00

26797.00

4475.00

4951.00

6596.00

7629.00

8621.00

10542.00

12181.00

13661.00

15584.00

17409.00

18952.00

20298.00

21646.00

22992.00

24339.00

4063.00

4496.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

151

iii) 450 mm

iv) 500 mm

v) 600 mm

vi) 700 mm

vii) 800 mm

viii) 900 mm

ix) 1000 mm

x) 1100 mm

xi) 1200 mm

xii) 1300 mm

xiii) 1400 mm

xiv) 1500 mm

xv) 1600 mm

xvi) 1700 mm.

xvii) 1800 mm.

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT


Without E.D. With

E.D.Without

E.D.

5445.00

6032.00

7312.00

8479.00

9629.00

11756.00

13613.00

15289.00

17455.00

19518.00

21450.00

22384.00

23867.00

25349.00

26831.00

4945.00

5478.00

6641.00

7701.00

8745.00

10677.00

12366.00

13886.00

15853.00

17728.00

19483.00

20329.00

21676.00

23023.00

24369.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

152

d) F T P - 8.5 Kg/Sq. cm

i) 350 mm

ii) 400 mm

iii) 450 mm

iv) 500 mm

v) 600 mm

vi) 700 mm

vii) 800 mm

viii) 900 mm

ix) 1000 mm

x) 1100 mm

xi) 1200 mm

xii) 1300 mm

xiii) 1400 mm

xiv) 1500 mm

xv) 1600 mm

xvi) 1700 mm.

xvii) 1800 mm.

DescriptionSr. No.

1 2

Unit

3 4 5

WithE.D.


Without E.D. With

E.D.Without

E.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

RMT

4492.00

4976.00

5473.00

6067.00

7376.00

8578.00

9765.00

11923.00

13819.00

15537.00

17903.00

20032.00

21859.00

22789.00

24273.00

25755.00

27237.00

4080.00

4520.00

4970.00

5510.00

6700.00

7790.00

8869.00

10828.00

12550.00

14112.00

16261.00

18194.00

19853.00

20699.00

22045.00

23392.00

24738.00

153

DescriptionSr. No.

1 2

Unit

3 4 5

e) F T P - 10 Kg/Sq. cm

i) 350 mmii) 400 mm

iii) 450 mmiv) 500 mm

v) 600 mmvi) 700 mm

vii) 800 mmviii) 900 mm

ix) 1000 mmx) 1100 mm

xi) 1200 mmxii) 1300 mm

xiii) 1400 mmxiv) 1500 mm

xv) 1600 mmxvi) 1700 mm.xvii) 1800 mm.

f) F T P - 11.5 Kg/Sq. cm

i) 350 mmii) 400 mm


RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMTRMT

RMTRMT

RMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

4508.004995.00

5506.006117.00

7449.008677.00

9913.0012087.00

14024.0015926.00

18207.0020390.00

22276.0023209.00

24692.0026175.0027657.00

4527.005027.00

5550.006169.00

4095.004539.00

5002.005555.00

6764.007880.00

9003.0010978.00

12736.0014465.00

16536.0018520.00

20233.0021079.00

22427.0023773.0025120.00

4111.004567.00

5039.005602.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

154

DescriptionSr. No.

1 2

Unit

3 4 5



xiii) 1400 mmxiv) 1500 mmxv) 1600 mmxvi) 1700 mm.xvii) 1800 mm.

g) F T P - 13 Kg/Sq. cm





RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

7523.008774.00

10188.0012254.00

14228.0016181.0018513.0020751.00

22699.0023631.0025113.0026596.0028078.00

4562.005069.005594.006220.00

7595.008874.00

10356.0012421.00

14526.0016438.0018823.0021120.00

23116.0024047.0025530.0027012.0028494.00

6833.007968.009254.00

11131.00

12922.0014696.0016814.0018848.00

20617.0021462.0022809.0024155.0025502.00

4143.004604.005081.005649.00

6898.008058.009407.00

11281.00

13193.0014930.0017095.0019181.00

20995.0021841.0023188.0024534.0025871.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

155

DescriptionSr. No.

1 2

Unit

3 4 5

h) F T P - 14.5 Kg/Sq. cm





i) F T P - 17 Kg/Sq. cm




RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

4601.005116.005649.006279.00

7672.009456.00

10525.0012706.00

14739.0016696.0019130.0021479.00

24161.0025092.0026575.0028057.0029539.00

4636.005162.005707.006347.00

7771.009076.00

10728.0012889.00

14955.0016964.0019440.0021844.00

4179.004646.005131.005703.00

6968.008588.009559.00

11541.00

13386.0015163.0017374.0019507.00

21944.0022789.0024137.0025483.0026830.00

4212.004689.005183.005765.00

7057.008244.009745.00

11705.00

13581.0015408.0017656.0019840.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

156

DescriptionSr. No.

1 2

Unit

3 4 5


j) F T P - 18.5 Kg/Sq. cm





k) F T P - 20 Kg/Sq. cm


v) 600 mmvi) 700 mm

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

24628.0025558.0027041.0028524.0030006.00

4674.005209.005765.006417.00

7870.009189.00

11082.0013113.00

15211.0017231.0019752.0022892.00

25266.0025671.0027153.0028635.0030119.00

4711.005257.005822.006489.00

7968.009416.00

22367.0023214.0024560.0025907.0027253.00

4245.004731.005236.005828.00

7148.008347.0010064.0011910.00

13814.0015649.0017940.0020793.00

22948.0023314.0024662.0026009.0027355.00

4278.004775.005288.005894.00

7237.008552.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

157

DescriptionSr. No.

1 2

Unit

3 4 5




l) F T P - 21.5 Kg/Sq. cm





RMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

11349.0013415.00

15564.0017638.0020785.0023387.00

25824.0026227.0027710.0029192.0030674.00

4750.005302.005880.006559.00

8084.009879.00

11528.0013711.00

15918.0018527.0021302.0023929.00

27241.0027647.0029129.0030611.0032094.00

10306.0012182.00

14135.0016019.0018878.0021241.00

23453.0023821.0025168.0026514.0027861.00

4316.004817.005340.005957.00

7342.008973.00

10469.0012453.00

14457.0016827.0019347.0021733.00

24741.0025109.0026457.0027803.0029150.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

158

m) F T P - 23 Kg/Sq. cm

i) 350 mmii) 400 mm

ii) 450 mmiv) 500 mm

v) 600 mmvi) 700 mm


ix) 1000 mmx) 1100 mm

xi) 1200 mmxii) 1300 mm

xiii) 1400 mmxiv) 1500 mm

xv) 1600 mmxvi) 1700 mm.xvii) 1800 mm.

n) F T P - 24.5 Kg/Sq. cm

i) 350 mmii) 400 mm


DescriptionSr. No.

1 2

Unit

3 4 5

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMT

RMTRMTRMT

RMTRMT

RMTRMT


WithE.D.

Without E.D.

WithE.D.

Without E.D.

4787.005350.00

5939.006628.00

8254.0010190.00

11880.0014008.00

16270.0019017.00

21825.0024612.00

27747.0028150.00

29632.0031116.0032598.00

4825.005398.00

5997.006699.00

4349.004859.00

5394.006020.00

7497.009256.00

10790.0012723.00

14778.0017272.00

19823.0022353.00

25200.0025567.00

26915.0028261.0029607.00

4382.004902.00

5447.006084.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

159

DescriptionSr. No.

1 2

Unit

3 4 5





Note :1) For PCCP pipes lowering, laying, and

pouring of cement mortar in the field onjoints (after laying and welding), ratesas per PSC pipes lowering, laying andjointing shall be adopted.

2) For field welding rates applicable forsimilar welding in MS pipes given in thatsection shall be adopted.

3) Whenever manufacturer is separate andcontractor for lowering, laying, jointingand testing is separate the principal con-tractor shall enter into an agreement withPCCP pipe manufacturer for satisfac-tory manufacturing transporting, lower-ing, laying, jointing and testing of pipes.

This foot notes shall appear in the tenderconditions.

RMTRMTRMTRMT

RMTRMTRMTRMT

RMTRMTRMTRMTRMT

WithE.D.

Without E.D.

WithE.D.

Without E.D.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

7798.009383.00

10986.0012938.00

15472.0017718.0020305.0024122.00

25682.0026045.0027392.0028738.0030085.00

8586.0010331.0012097.0014244.00

17036.0019508.0022354.0026559.00

28276.0028677.0030159.0031642.0033124.00

160SECTION - I : PIPES APPURTENANCES

XIII. PIPESAPPURTENANCES

Providing and supplying ISI mark CI D/F refluxvalves (non-return valves ) of following dia including alltaxes (Central and Local), railway freight, inspectioncharges unloding from railway wagon, loading into truck,transportation upto departmental stroes/ site, unloading,stacking etc. complete.

Reflux valves as per I.S.5312 Part I (1984)

a) Without by passarrangement -PN -1

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

1.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

3308.00

3873.00

4078.00

5694.00

8130.00

9844.00

17694.00

30194.00

41374.00

68478.00

94273.00

111059.00

181880.00

266900.00

468495.00


1 2 3 4 5

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


b) With by pass

arrangement - PN -1

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 mm.

xvii) 1000 mm.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.


1 2 3 4 5

4709.00

6708.00

9134.00

10848.00

20224.00

33057.00

44373.00

72752.00

97627.00

114222.00

185408.00

270477.00

709220.00

776307.00

843396.00

920068.00

1073413.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


c) Without by pass

arrangement - PN -1.6

i) 50 mm.

ii) 65 mm

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.


1 2 3 4 5

3227.00

3486.00

5718.00

7323.00

10203.00

11419.00

24284.00

38986.00

54474.00

93820.00

108424.00

127927.00

207834.00

305384.00

369010.00

423608.00

481972.00

609995.00

753081.00

911227.00

1084436.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


d) With by pass

arrangement - PN -1.6

i) 50 mm.

ii) 65 mm

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.


1 2 3 4 5

3312.00

3727.00

5484.00

7092.00

9911.00

12030.00

24298.00

36715.00

51028.00

85713.00

112272.00

131355.00

213216.00

311049.00

375853.00

431463.00

490910.00

621308.00

767046.00

928125.00

1104545.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014



1 2 3 4 5

2. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as pertest pressure stainless steel spindle, caps including alltaxes transportation etc. complete.

a) Sluice valves - PN -1 (Without by pass)

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

4391.00

4985.00

5116.00

6812.00

8521.00

10217.00

19333.00

29913.00

37695.00

53477.00

72101.00

88187.00

113477.00

167606.00

300430.00

342603.00

427239.00

550860.00

814189.00

1078533.00

1280269.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

165


1 2 3 4 5

b) Sluice valves - PN -1.0 (With by pass arrangement)

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

SECTION - I : PIPES APPURTENANCES

4391.00

4985.00

5116.00

6812.00

8521.00

12374.00

21854.00

33263.00

40982.00

58087.00

77248.00

93275.00

120104.00

174198.00

310617.00

351996.00

437316.00

561585.00

826615.00

1093680.00

1293675.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

166

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

c) Sluice valve - PN - 1.6

(Without by pass arrangement)

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm.


54321


5803.00

6371.00

7265.00

9636.00

12024.00

11893.00

24101.00

37382.00

49699.00

72811.00

99720.00

123737.00

160146.00

243982.00

524772.00

579078.00

672599.00

813137.00

1183325.00

1285723.00

1721030.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

167


54321

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

d) Sluice valve - PN - 1.6

(With by pass arrangement)

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xiii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm

xxi) 1200 mm.


5803.00

6371.00

7265.00

9636.00

12024.00

14014.00

26755.00

40969.00

53299.00

77866.00

105441.00

129463.00

167602.00

251533.00

538550.00

589319.00

682470.00

823468.00

1195568.00

1297614.00

1734270.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

168

4 5


No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

a) Butterfly valve - PN - 1(With by pass arrangement)

i) 80 mm.

ii) 100 mm.

iii) 125 mm.

iv) 150 mm.

v) 200 mm.

vii) 250 mm.

viii) 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

xviii) 1100 mm

xix) 1200 mm

xx) 1400 mm

xxi) 1500 mm


1 2 3

Providing, double flanged short body pattern type manuallyoperated Butterfly Valve having body, disc and end cover ingraded cast iron to IS-210 Gr.CF 200 generally confirming into IS-13095-1991, Synthetic rubber faced ring secured on discby retaining ring with stainless steel screw stub shaft of stain-less steel riding in teflon bearing excluding C.C. foundation /structural steel support.

3

5808.00

7424.00

8467.00

10944.00

14586.00

18230.00

28844.00

58665.00

63023.00

72811.00

79947.00

98727.00

159784.00

198334.00

218214.00

301378.00

358723.00

581758.00

550499.00

839367.00

1042954.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

169

4 5


No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

b) Butterfly valve - PN - 1.6

(With by pass arrangement)

i) 80 mm.

ii) 100 mm.

iii) 125 mm.

iv) 150 mm.

v) 200 mm.

vii) 250 mm.

viii) 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

xviii) 1100 mm

xix) 1200 mm

xx) 1400 mm

xxi) 1500 mm


1 2 3

6444.00

8537.00

9317.00

12585.00

16776.00

20965.00

33171.00

67464.00

72476.00

83733.00

91939.00

113537.00

183751.00

228084.00

249867.00

346586.00

448404.00

727199.00

688125.00

1049209.00

1294878.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

170

Lowering, laying and jointing in position followingC.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of all labour jointing material, includ-ing nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

iv) 100 mm.

v) 125 mm.

vi) 150 mm.

vii) 200 mm.

viii) 250 mm.

ix) 300 mm.

x) 350 mm.

xi) 400 mm.

xii) 450 mm.

xii) 500 mm.

xiv) 600 mm.

xv) 700 mm.

xvi) 750 mm.

xvii) 800 mm.

xviii) 900 mm.

xix) 1000 mm.

xx) 1100 mm.

xxi) 1200 mm.

Sr. No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

4.

2

Unit

3

Description

1 4 5


689.00

1036.00

1440.00

1881.00

2342.00

2957.00

3076.00

4008.00

4158.00

5124.00

6182.00

7354.00

7616.00

8083.00

8714.00

9598.00

11438.00

12136.00

14307.00

16521.00

18153.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014



1 2 3 4 5

Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications of ap-proved make and quality of following diameters includingall taxes (Central and local), railway freight, inspectioncharges, unloding from railway wagons, loadinginto truck, transportation upto departmental stores / site,unloding and stacking etc. complete.

a) Air Valve SingleBall Flanged / ScrewedType - PN -1

i) 12/15 mm.

ii) 20 mm.

iii) 25 mm.

iv) 32 mm.

v) 40 mm.

vi) 50 mm.

b) Air Valve Single Ball Flanged / ScrewedType - PN -1.6

i) 12/15 mm.

ii) 20 mm.

iii) 25 mm.

iv) 32 mm.

v) 40 mm.

vi) 50 mm.

5.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

615.00

741.00

1022.00

1116.00

1228.00

1349.00

719.00

1022.00

1228.00

1324.00

1418.00

1851.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double ori-fice type combined with screw down isolating valve,small orifice elastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seat ring,inlet face and drilled, including all taxes (Central and lo-cal), insurance, third party inspection charges, loading,unloding, transportation upto departmental stores / site, etc.complete.

a) Air Valve Double Ball Flanged

Type - PN -1

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

b) Air Valve Double Ball Flanged

Type - PN -1.6

i) 50 mm.

ii) 65 mm.

iii) 80 mm.

6.

No.

No.

No.

No.

No.

No.


1 2 3 4 5

5673.00

6619.00

7561.00

7515.00

8509.00

10530.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications doubleorifice type combined with isolating sluice valve, mounted inhorizontal position and operated by wheel gearing, small ori-fice elastic ball resting on a gun metal orifice nipple, largeorifice vulcanite ball seating on moulded seat ring, inlet faceand drilled, including all taxes (Central and local), insur-ance, third party inspection charges, loading, unload-ing, transportation upto departmental store / site, etc.complete.

a) Air Valve Double Ball Flanged

Type - PN -1

i) 100 mm.

ii) 150 mm.

iii) 200 mm.

b) Air Valve Double Ball Flanged

Type - PN -1.6

i) 100 mm.

ii) 150 mm.

iii) 200 mm.

No.

No.

No.

No.

No.

No.

7.


1 2 3 4 5

9561.00

17425.00

29304.00

14617.00

20593.00

34633.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

174

No.

No.

No.

No.

No.

No.

DescriptionSr. No.

Providing and supplying Kinetic Double Orifice typeAir Valves as per MJP’s standard specifications com-bined with screw down isolating valve, small orificeelastic ball resting on a gun metal orifice nipple, largeorifice vulcanite ball seating on moulded seat ring, inlet faceand drilled, including all taxes (Central and local), insurance,third party inspection charges, loading, unloading, trans-portation upto departmental stores / site, etc. complete.

a) Kinetic Air Valve Flanged

Type - PN -1

i) 40 mm.

ii) 50 mm.

iii) 80 mm.

b) Kinetic Air Valve Flanged

Type - PN -1.6

i) 40 mm.

ii) 50 mm.

iii) 80 mm.

8.

Unit

1 2 3 4 5


9516.00

11729.00

15304.00

11280.00

13903.00

18176.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014


Providing and supplying Kinetic Double Orifice typeAir Valves as per MJP’s standard specifications havingsmall orifice elastic ball resting on a gun metal orifice nipple,large orifice vulcanite ball seating on moulded seat ring,withbuilt-in Kinetic features, isolating sluice valve mounted inhorizontal position and operated by wheel gearing, inlet faceand drilled, including all taxes (Central and local),insurance, third party inspection charges, loading,unloding, transportation upto departmental stores / site,etc. complete.

a) Kinetic Air Valve Flanged

Type - PN -1

i) 100 mm.

ii) 150 mm.

iii) 200 mm.

b) Kinetic Air Valve Flanged

Type - PN -1.6

i) 100 mm.

ii) 150 mm.

iii) 200 mm.

9.

No.

No.

No.

No.

No.

No.


1 2 3 4 5

20610.00

38804.00

56659.00

24427.00

45993.00

67161.00

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

176


1 2 3 4 5

SECTION -I : PIPES APPURTENANCES

Lowering, laying and fixing in proper alignment and positionall types of C.I. air valves as directed by Engineer-in-chargeincluding cost of conveyance from stores to site of work, cost of allmaterial and giving satisfactory hydraulic testing, etc. complete. (forall class of valves).

a) Air Valve Single Ball (PN-1 and PN - 1.6)



xi) 150 mm.xii) 200 mm.

b) Air Valve Double Ball (PN-1 and PN - 1.6)



xi) 150 mm.xii) 200 mm.

10.

No.No.No.No.No.

No.No.No.No.No.

No.No.

No.No.No.No.No.

No.No.No.No.No.

No.No.

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

110.00140.00180.00199.00213.00

231.00243.00255.00285.00345.00

383.00421.00

120.00149.00180.00205.00238.00

275.00317.00379.00400.00441.00

603.00664.00

177


1 2 3 4 5


c) Kinetic Air Valve (PN-1 and PN - 1.6)


vi) 125 mm.vii) 150 mm.viii) 200 mm.

Providing erecting Cast Steel/ Spheroidal Graphite(S.G) Iron D/F Sluice Valves / Butterfly Valves withjointing to pipe work (including all hardware and pack-ing) water works quality, having non-rising spindle withhand wheel and without bypass arrangement, spindle ofstainless steel as per requirement, excluding C. C. foun-dation / structural steel support.

For Rating Class 150 (Working Pressure 20 kg/cm2

and Test Pressure 30 kg/cm2)

a) Sluice Valves

i) 80 mm dia.ii) 100 mm dia.iii) 150 mm dia.iv) 200 mm dia.

v) 250 mm dia.vi) 300 mm dia.vii) 350 mm dia.viii) 400 mm dia.

ix) 450 mm dia.x) 500 mm dia.xi) 600 mm dia.

11.

No.No.No.No.No.

No.No.No.

No.No.No.No.

No.No.No.No.

No.No.No.

A)

Rate(in Rs.)

2012-2013

Rate(in Rs.)

2013-2014

273.00315.00345.00379.00417.00

455.00652.00711.00

14656.0019540.0029311.0045713.00

65786.0084173.00

112230.00187281.00

255524.00300616.00343203.00

Documents

MAHARASHTRA JEEVAN PRADHIKARAN - · PDF fileGENERAL NOTES 1 MAHARASHTRA JEEVAN PRADHIKARAN KONKAN REGION SCHEDULE OF RATES FOR THE YEAR 2012-13 GENERAL NOTES 1 These rates are applicable