New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works

Civil And Construction

Drainage Work

Pipe Line Project

Eprocure

Gautam Buddha Nagar, Uttar Pradesh

Opening Date21 Jan 2025

Closing Date3 Feb 2025

Tender Amount₹ 4,37,46,875

Email

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Costs

EMD
₹ 8,75,000
Document Cost
₹ 5,310
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_NOIDA_994439_1
Tender No
51/SM(JAL)-III/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-1123.4 kBTendernotice_1.pdf

NIT

BOQ-1320.0 kBBOQ_1760812.xls

BOQ

Document-3814.4 kBTD.pdf

TD

Document-247.7 kBTender_Detail_2025...Tender_Detail_2025_NOIDA_994439_1.html

Document-135.8 kBC.xls

C

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BOQ Items

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(b) Water bound macadam

Quantity493

Rate1770

Amount 872930.45

Excavating trenches of required width for pipes, cables etc. Including excavation for sockets and dressing of sides ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm. in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within 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 kind of soil.

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a) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia.

Quantity3510

Rate338

Amount 1187327.7

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

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a) 350 mm dia Ductile Iron Class K-9 pipes

Quantity3510

Rate8810

Amount 30925206

Supply and installation of required size steel pipe 10 mm thick confirming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back & complaction complete as per specification for road crossing by AUGOR/HDD/TBM boring method. pipe will be installed at depth beyond 3m below the ground surface in downward required slope.

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a) 350 mm dia MS pipe

Quantity450

Rate15470

Amount 6961500

Hiring of Diesel Engine (Including cost of diesel, lubricant & operation)

Quantity72

Rate250

Amount 18000

Hiring of Gas cutting set with oxygen and LPG running time @ 6 Hrs.

Quantity12

Rate1875

Amount 22500

Providing and fixing sluice valve shall generally conform to IS 14846 with latest amendment, with lenth 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 complete component & Meterial 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 brass

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5- Spindle Nut - Gun metal: IS 318 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 (400mm 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 Manual Operated & above 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) Kirloskar Brothers Limited (KIRLOSKAR)

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a) 250 mm

Quantity2

Rate54867

Amount 109734.4

b) 350 mm

Quantity1

Rate129265

Amount 129265.2

P/F Reflex Valves upto 600 mm dia.shall conform to IS 5312 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 prependicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat design with complet component & material of contruction 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 brass

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

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a) 250 mm

Quantity2

Rate45523

Amount 91047.6

b) 350 mm

Quantity1

Rate107403

Amount 107403

P/F M.S. Special such Tee, Bends, collars, Tapers cap pieces pipes including flange ends as required painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per the direction of E/I.

Quantity12618

Rate75

Amount 947611.8

Constructing masonry Chamber 120 x 120 x 100 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 aggregate20 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.

Quantity1

Rate20167

Amount 20167.72

Cemnet concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work.

Quantity90

Rate6867

Amount 618084

P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand(Zone-III) derived from natural souress : 4 graded ston aggregate 20 mm nominal derived from natural souress).

Quantity90

Rate7969

Amount 717216.3

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