New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date7 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 32,67,669
Costs
EMD
₹ 65,500Document Cost
₹ 2,124Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NOIDA_944071_1Bid Award Id
ViewTender No
05/SM-Jal-III/ET/24-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
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BOQ Items
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 80 mm dia but not exceeding 300 mm dia.
225
48750
216.67
Earth work in excavation by mecanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal 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 kind of soil.
255
40922
160.48
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
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a) 300 mm dia Ductile Iron Class K-7 pipes
225
1330706
5914.25
Hiring of Diesel Engine (Including cost of diesel, lubricant & operation)
72
18000
250
Hiring of Gas cutting set with oxygen and LPG running time @ 6 Hrs.
12
22500
1875
Hiring of welding set runnign time @ 6 Hrs.
12
19800
1650
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) 300 mm
1
78362
78362.6
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.
11393
855614
75.1
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
255
27983
109.74
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.
1
20167
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.
38
260968
6867.6
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).
38
302824
7969.07
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