New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works

Civil And Construction

Water Storage And Supply

Eprocure

Gautam Buddha Nagar, Uttar Pradesh

Opening Date21 Jan 2025

Closing Date3 Feb 2025

Tender Amount₹ 59,20,807

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Costs

EMD
₹ 1,18,500
Document Cost
₹ 2,832
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_NOIDA_995896_1
Tender No
63/SM(JAL)-II/ET/2024-25
Tender Authority
New Okhla Industrial Development Authority View
Purchaser Address
-
Website
http://https://www.noidaauthorityonline.in/

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Documents

Tender Notice-175.7 kBTendernotice_1.pdf

NIT

BOQ-1430.6 kBBOQ_1765398.xls

BOQ

Document-32.7 MBTD63.pdf

TD

Document-249.7 kBCap63.xls

Capability Statements- File to be downloaded and upload the same file after filling it

Document-147.9 kBTender_Detail_2025...Tender_Detail_2025_NOIDA_995896_1.html

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BOQ Items

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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)

Quantity9600.1

Rate75

Amount 720967.51

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)

Quantity-

Rate-

Amount -

300 mm dia NSI-1.13.04

Quantity18

Rate6444

Amount 115997.4

250 mm dia NSI-1.13.03

Quantity20

Rate5101

Amount 102024

200 mm dia NSI-1.13.02

Quantity24

Rate3962

Amount 95107.2

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)

Quantity741.5

Rate109

Amount 81372.21

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)

Quantity53.7

Rate6781

Amount 364156.88

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)

Quantity80.54

Rate7969

Amount 641828.9

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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Amount -

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

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Amount -

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

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Amount -

4- Rivets - Soft annealed bress

Quantity-

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Amount -

5- Fasteners - Carbon steel

Quantity-

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Amount -

6- Flange Drilling - IS 1538 Table 4

Quantity-

Rate-

Amount -

7- PN - 1.0

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Amount -

8- By - pass arrangement - Optional

Quantity-

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Amount -

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

Quantity-

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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)

Quantity-

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Amount -

150 mm dia NSI- 1.11.02

Quantity2

Rate17018

Amount 34036.4

200 mm dia NSI- 1.11.03

Quantity2

Rate28662

Amount 57325.2

250 mm dia NSI- 1.11.04

Quantity1

Rate45523

Amount 45523.8

300 mm dia NSI- 1.11.05

Quantity1

Rate61284

Amount 61284.1

350 mm dia NSI- 1.11.06

Quantity1

Rate107403

Amount 107403

400 mm dia NSI- 1.11.07

Quantity1

Rate138082

Amount 138082.8

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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Amount -

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

Quantity-

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Amount -

2- Spindle - Non rising : Stainless Steel AISI 410

Quantity-

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Amount -

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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Amount -

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

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6- Stem seal - Greased Hemp

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Amount -

7- Fasteners - Carbon steel

Quantity-

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Amount -

8- Flange Drilling - IS 1538 Table 4 & 6

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Amount -

9- PN 1.0

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Amount -

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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Amount -

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

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Amount -

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.

Quantity-

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Amount -

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

Quantity-

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Amount -

150 mm dia NSI- 1.10.04

Quantity2

Rate24073

Amount 48147.2

200 mm dia NSI- 1.10.05

Quantity2

Rate42038

Amount 84077.8

250 mm dia NSI- 1.10.06

Quantity1

Rate54867

Amount 54867.2

300 mm dia NSI- 1.10.07

Quantity1

Rate78362

Amount 78362.6

350 mm dia NSI- 1.10.08

Quantity1

Rate129265

Amount 129265.2

400 mm dia NSI- 1.10.09

Quantity1

Rate164886

Amount 164886.4

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. NSI-1.16.00

Quantity-

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Amount -

150 mm dia NSI- 1.16.01

Quantity24

Rate2431

Amount 58344

200 mm dia NSI- 1.16.02

Quantity8

Rate2931

Amount 23448

250 mm dia NSI- 1.16.03

Quantity4

Rate4829

Amount 19316

300 mm dia NSI- 1.16.04

Quantity4

Rate6634

Amount 26536

350 mm dia NSI- 1.16.05

Quantity4

Rate7207

Amount 28828

400 mm dia NSI- 1.16.06

Quantity6

Rate12857

Amount 77144.4

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. NSI- 1.17.00

Quantity-

Rate-

Amount -

150 mm dia NSI- 1.17.01

Quantity24

Rate3026

Amount 72624

200 mm dia NSI- 1.17.02

Quantity8

Rate3182

Amount 25456

250 mm dia NSI- 1.17.03

Quantity4

Rate4778

Amount 19113.2

300 mm dia NSI- 1.17.04

Quantity4

Rate6378

Amount 25512

350 mm dia NSI- 1.17.05

Quantity4

Rate6991

Amount 27964

400 mm dia NSI- 1.17.06

Quantity6

Rate12354

Amount 74124

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)

Quantity48

Rate142

Amount 6828

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

Quantity670

Rate216

Amount 145168.9

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)

Quantity-

Rate-

Amount -

90 mm dia NSI-1.12.01

Quantity58

Rate2027

Amount 117577.6

110 mm dia NSI-1.12.02

Quantity80

Rate2165

Amount 173256

140 mm dia NSI-1.12.03

Quantity50

Rate2662

Amount 133110

160 mm dia NSI-1.12.04

Quantity80

Rate2938

Amount 235048

200 mm dia NSI-1.12.05

Quantity40

Rate3977

Amount 159108

250 mm dia NSI-1.12.06

Quantity40

Rate5357

Amount 214308

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.)

Quantity-

Rate-

Amount -

90 mm dia (NSI-1.1.01)

Quantity87

Rate178

Amount 15486

110 mm dia (NSI-1.1.02)

Quantity120

Rate257

Amount 30840

140 mm dia (NSI-1.1.03)

Quantity75

Rate440

Amount 33037.5

160 mm dia (NSI-1.1.04)

Quantity120

Rate548

Amount 65784

200 mm dia (NSI-1.1.05)

Quantity60

Rate906

Amount 54360

250 mm dia (NSI-1.1.06)

Quantity60

Rate1409

Amount 84576

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.)

Quantity-

Rate-

Amount -

90 mm dia PVC 6 Kg/Cm2 NSI-1.3.01

Quantity160

Rate209

Amount 33456

110 mm dia PVC 6 Kg/Cm2 NSI-1.3.02

Quantity130

Rate298

Amount 38766

140 mm dia PVC 6 Kg/Cm2 NSI-1.3.03

Quantity100

Rate492

Amount 49290

160 mm dia PVC 6 Kg/Cm2 NSI-1.3.04

Quantity90

Rate611

Amount 54999

200 mm dia PVC 6 Kg/Cm2 NSI-1.3.05

Quantity60

Rate996

Amount 59766

250 mm dia PVC 6 Kg/Cm2 NSI-1.3.06

Quantity60

Rate1530

Amount 91812

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.)

Quantity-

Rate-

Amount -

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

Quantity70

Rate1534

Amount 107429

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

Quantity8

Rate14501

Amount 116008.16

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 100.

Quantity4

Rate20167

Amount 80670.88

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