New Okhla Industrial Development Authority-NOIDA has published Tender For Village Development And Maintenance (Replacement Of Old And Chocked Water Lines In Village-Hoshiyarpur) Noida.. Submission Date for this Tender is 21-09-2023. Water Pipe Line Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of Bituminous portion. |
| 2 | Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 meters lead as per direction of E/I of nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix). |
| 3 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets and dressing of sides ramming of bottoms, depth upto 1.5m i/c getting out the excavated soil, and then returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. 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. |
| 4 | a) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 5 | 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 tranches 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.) |
| 6 | 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials |
| 7 | 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials |
| 8 | 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials |
| 9 | 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC standard specials |
| 10 | 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:- |
| 11 | 1- Body / Door / Dome - Cast Iron IS 210 Gr. FG 260 |
| 12 | 2- Spindle - Non rising, Stainless Steel AISI 410 |
| 13 | 3- Body seat / Door face - Gun metal IS 318 Gr. LTB 2 (Rings to be press fitted and riveted, no screws allowed) |
| 14 | 4- Rivets - Soft annealed brass |
| 15 | 5- Spindle Nut - Gun metal: IS 318 Gr. LTB 2 |
| 16 | 6- Stem seal - Greased Hemp |
| 17 | 7- Fasteners - Carbon steel |
| 18 | 8- Flange Drilling - IS 1538 Table 4 & 6 |
| 19 | 9- PN 1.0 |
| 20 | 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 |
| 21 | 11- Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE) |
| 22 | 12- Hydro-test - (Open Ended only) Seat: 10 / 16 Kg/cm2; Body: 15 / 24 Kg/cm2 |
| 23 | 13- Upto 600 mm dia Manual Operated & above 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) Kirloskar Brothers Limited (KIRLOSKAR) |
| 24 | 200 mm |
| 25 | 150 mm |
| 26 | 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 100. |
| 27 | S/F M.S. Special such Tee, Bends, collars, Taperscap 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. |
| 28 | P/F CID Joints complete with rubber rings and nut & bolts i/c all texes & contractor profit etc. complete as per direction of E/I. |
| 29 | 80 mm dia |
| 30 | 100 mm dia |
| 31 | 125 mm dia |
| 32 | 150 mm dia |
| 33 | 200 mm dia |
| 34 | 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. |
| 35 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 36 | M-150 Brick work in 1:4 one cement & 4 coarse sand of 2.20 F.M. motar in foundation and plint including supply of all materials. Labour and T&P etc. required for proper completion of the work |
| 37 | 12 mm plaster of mix 1:4 (1 Cement : 4 C.Sand) |
| 38 | Neat cement punning. |
| 39 | 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. |
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