New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 Jan 2025
Closing Soon3 Feb 2025
Tender Amount₹ 88,03,725 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. 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.

8825.24

160

1416274.52

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Repairing of Existing PVC water line including bailing out of water by /Manually/Deisel 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) 250 mm dia

58

5357

310746.6

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200 mm dia

82

3977

326171.4

... More
160 mm dia

86

2938

252676.6

... More
140 mm dia

94

2662

250246.8

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110 mm dia

96

2165

207907.2

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Supply of 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.) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure

87

1409

122635.2

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200 mm dia with coupler @ 6 Kgf/Cm2 Pressure

123

906

111438

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160 mm dia with coupler @ 6 Kgf/Cm2 Pressure

129

548

70717.8

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140 mm dia with coupler @ 6 Kgf/Cm2 Pressure

188

440

82814

... More
110 mm dia with coupler @ 6 Kgf/Cm2 Pressure

144

257

37008

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Repairing existing AC/CI/DI water line i/c all required materials such as CID joints, rubber packing, nut & bolts, bailling out of water, all labour and T&P i/c cutting of pipe etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and M.S. Special.) 250 mm dia

40

5101

204048

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300 mm dia

55

6444

354436.5

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350 mm dia

30

8047

241428

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400 mm dia

20

10085

201716

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500 mm dia

15

15019

225298.5

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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 treches 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 confirmed IS : 4985-2000 with latest amendment. Make- Finolex Industries Ltd./Kisan/Supereme Industries Ltd (Rate as per Comparative Statement per Rm.) a) 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials

130

298

38766

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b) 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials

135

492

66541.5

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c) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials

105

611

64165.5

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d) 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials

115

996

114551.5

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e) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials

90

1530

137718

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S/F of M.S. specials such as Tee, Bend, Collars, Tapers, Gap Pieces, including flage 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.

66.46

7510

499114.6

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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 corrensponding to BS EN-558/ ISO 5752 Basic Series 3 in CI Construciton having metal seating (IS 318 Gr. LTB 2). with complete Component & Material of construction following below:- 1. Body/Door/Dome -Cast Iron IS 210 Gr. FG 260 2. Spindle- Non rising ; Stainless Steel AISI 410 3. Body Seat/Door Face - Gun Metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) 4. Rivets - Soft annealed brass 5. Spindle Nut - Gun Metal : IS 318 Gr. LTB 2 6. Stem Seal - Greased Hemp 7. Fasteners - Carbon Steel 8. Flange Drilling - IS 1538 Table 4 & 6 9. PN 1.0 10. Accessories (400 mm and above) - Ball thrust bearing to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug 11. Painting/Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) 12. Hydro-test - (Open Ended Only) Seat: 10/16 Kg/cm²; Body 15/24 Kg/cm² 13. Upto 600 mm dia Manual Operated & above 600 mm Gear Box Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (KIRLOSKAR) (N.S.I. - 1.10.00) 150 mm dia

9

24073

216662.4

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200 mm dia

8

42038

336311.2

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250 mm dia

2

54867

109734.4

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300 mm dia

1

78362

78362.6

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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.I. 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 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 7.5

9

14501

130509.18

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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 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 7.5

11

20167

221844.92

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Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also) D.G. Set/Generator 63 KVA

80

748

59864

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Hiring of Gas Cutting Set with Oxygen and LPG Running Time @ 6 Hrs.

20

1875

37500

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Hiring of Welding Set Running Time @ 6 Hrs.

20

1650

33000

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).

23.09

6249

144289.87

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12 mm cement plaster finished with a floating coat of neat cement : 1:3 (1 cement : 3 fine sand)

103.9

250

26024.87

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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: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).

39.57

7158

283250.77

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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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

39.57

7969

315336.1

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Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

8825.24

109

968481.84

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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.

131.16

142

18657.51



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