New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date27 Feb 2025
Closing Soon12 Mar 2025
Tender Amount₹ 55,04,356 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Repairing of Existing AC/CI/DI water line i/c all required materials such as CID joint, rubber packing, nut & bolts, bailing out of water, all labour and T&P i/c cutting of pipr etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe)

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350 mm dia NSI-1.13.05

10

8047

80476

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300 mm dia NSI-1.13.04

10

6444

64443

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250 mm dia NSI-1.13.03

20

5101

102024

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200 mm dia NSI-1.13.02

20

3962

79256

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-16, I.No.-2.25/P-79) (TAC)

756.25

109

82990.88

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR-18, I.No.-4.1.8/P-86)

51.3

6781

347881.72

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (DSR-18, I.No.-4.1.3/P-86)

51.3

7969

408813.29

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P/F Reflex Valves upto 600mm dia shall conform to IS5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-à-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple Component & Material of construction following below :-

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1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260

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2- Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410

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3- Seat & Face rings - gun metal : IS 318 Gr. LTB 2

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4- Rivets - Soft annealed bress

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5- Fasteners - Carbon steel

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6- Flange Drilling - IS 1538 Table 4

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7- PN - 1.0

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8- By - pass arrangement - Optional

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9- Painting/Coating Inside & Outside epxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)

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10- Hydro-test Seat: 10/16 Kg/cm2; Body: 15/24 Kg/cm2 Made - Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR)

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150 mm dia NSI 1.11.02

4

17018

68072.8

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200 mm dia NSI 1.11.03

4

28662

114650.4

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250 mm diaNSI 1.11.04

2

45523

91047.6

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300 mm dia NSI 1.11.05

2

61284

122568.2

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350 mm dia NSI 1.11.06

1

107403

107403

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400 mm dia NSI 1.11.07

1

138082

138082.8

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P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic Series 3 in CI construction having metal seating (IS 318 Gr. LTB 2) with comple Component & Material of construction following below :-

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1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260

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2- Spindle - Non rising : Stainless Steel AISI 410

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3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed)

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4- Rivets - Soft annealed bress

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5- Spindle Nut - Gun metal : IS318 Gr. LTB 2

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6- Stem seal - Greased Hemp

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7- Fasteners - Carbon steel

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8- Flange Drilling - IS 1538 Table 4 & 6

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9- PN 1.0

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10- Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug.

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11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)

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12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2

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13- Upto 600 mm dia Mannual Operated & above 600mm Gear box.

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Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR)

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150 mm dia NSI 1.10.04

4

24073

96294.4

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200 mm dia NSI 1.10.05

4

42038

168155.6

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250 mm dia NSI 1.10.06

2

54867

109734.4

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300 mm dia NSI 1.10.07

2

78362

156725.2

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350 mm dia NSI 1.10.02

1

129265

129265.2

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400 mm dia NSI 1.10.09

1

164886

164886.4

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Repairing of sluice valve with the change of spendle (i.e. S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I.

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150 mm dia NSI 1.16.01

10

2431

24310

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200 mm dia NSI 1.16.02

10

2931

29310

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250 mm dia NSI 1.16.03

8

4829

38632

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300 mm dia NSI 1.16.04

8

6634

53072

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350 mm dia NSI 1.16.05

4

7207

28828

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400 mm dia NSI 1.16.06

4

12857

51429.6

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Repairing of reflex valve with the change of flapper sheet i/e new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc.

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150 mm dia NSI 1.17.01

10

3026

30260

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200 mm dia NSI 1.17.02

10

3182

31820

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250 mm dia NSI 1.17.03

8

4778

38226.4

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300 mm dia NSI 1.17.04

8

6378

51024

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350 mm dia NSI 1.17.05

4

6991

27964

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400 mm dia NSI 1.17.06

4

12354

49416

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR-18, I.No.-15.60/P-263)

30

142

4267.5

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. All kinds of soil.

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Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-16, I.No.-2.10.1.2/P-77) (TAC)

290

216

62834.3

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Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe)

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90 mm dia NSI-1.12.01

60

2027

121632

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110 mm dia NSI-1.12.02

80

2165

173256

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140 mm dia NSI-1.12.03

50

2662

133110

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160 mm dia NSI-1.12.04

90

2938

264429

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200 mm dia NSI-1.12.05

30

3977

119331

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250 mm dia NSI-1.12.06

30

5357

160731

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S/o PVC pipe 6 Kg/Cm2 pressure with required PVC standard special confirming to IS:4985-2000 with latest amendment Make-Finolex Industries Ltd./ Kisan/Supreme Industries Ltd. (Rate as per Comparative Statement per Rm.)

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90 mm dia (NSI-1.1.01)

90

178

16020

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110 mm dia (NSI-1.1.02)

120

257

30840

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140 mm dia (NSI-1.1.03)

75

440

33037.5

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160 mm dia (NSI-1.1.04)

135

548

74007

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200 mm dia (NSI-1.1.05)

45

906

40770

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250 mm dia (NSI-1.1.06)

45

1409

63432

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P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.)

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110 mm dia PVC 6 Kg/Cm2 NSI-1.3.02

60

298

17892

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140 mm dia PVC 6 Kg/Cm2 NSI-1.3.03

60

492

29574

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160 mm dia PVC 6 Kg/Cm2 NSI-1.3.04

60

611

36666

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200 mm dia PVC 6 Kg/Cm2 NSI-1.3.05

80

996

79688

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250 mm dia PVC 6 Kg/Cm2 NSI-1.3.06

40

1530

61208

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P/L following size of Finolex makes PVC pipes 10 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS:4985-2000 with latest amendment. Make-Finolex Industries Ltd./Kisan/supreme Industries Ltd. (Rate as per Comparative Statement per Rm.)

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200 mm dia with coupler @ 10 Kgf/Cm2 Pressure with i/c all PVC standerd Specials 1.4.01

120

1534

184164

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P/F MS specials such as Tee, Bends, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. (NSI-1.7.00)

5797.44

75

435387.74

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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.L surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/e necessary excavation, foundation concrete 1:5:10 (lcement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3) coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S (Non modular bricks of class designation 10.0 AOR

4

14501

58004.08



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