Tender For Special Repair/Replacement Of External Water Supply Pipe Line And Allied Works From Pump House No 28 To Sundar Singh Enclave And Conversion Of Distribution Gi Pipe Line Into Ppr Pipe Line In ‘A Zone & Fafa Under Ge (West) Ferozepur Cantt
Tender Overview
Project Description
Tender for Special Repair/Replacement Of External Water Supply Pipe Line And Allied Works From Pump House No 28 To Sundar Singh Enclave And Conversion Of Distribution Gi Pipe Line Into Ppr Pipe Line In ‘A Zone & Fafa Under Ge (West) Ferozepur Cantt
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, in soft/loose soil, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cables and pipes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out complete all as specified and as direcetd. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil complete all as directed. |
| 3 | Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 4 | Taking up or down or out existing 150mm bore HDPE/PVC watermains (including all fittings) and removing from site complete all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 5 | Taking up or down or out existing 100mm bore HDPE/PVC watermains (including all fittings) and removing from site complete all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 6 | Taking up or down or out existing 80mm bore HDPE/PVC watermains (including all fittings) and removing from site complete all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 7 | Taking up or down or out existing 40mm bore galvanised steel water tubing, alongwith connections complete and removing from site all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 8 | Taking up or down or out existing 50mm bore galvanised steel water tubing, alongwith connections complete and removing from site all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 9 | Taking up or down or out existing 25mm bore galvanised steel water tubing, alongwith connections complete and removing from site all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 10 | Taking up or down or out existing 20mm bore galvanised steel water tubing, alongwith connections complete and removing from site all as specified and directed. (Note:- Pipe line with fittings and accesories shall be measured overall as fixed along the centre line.) |
| 11 | Taking up or down old unserviceable 80/100/150mm bore sluice/ gate valves and removing from site complete all as specified and directed. |
| 12 | Taking up or down old unserviceable 25mm bore gun-metal gate or globe valve and removing from site complete all as specified and directed. |
| 13 | Taking up or down old unserviceable 20mm bore gun-metal gate or globe valve and removing from site complete all as specified and directed. |
| 14 | Supply, lay, joint , fix and commission after test 150mm bore Centrifugally cast (spun) ductile iron with spigot & socket end, class K-7 conforming to IS: 8329/2000 complete with (push-on) rubber gasket jointing and centrifugally applied inside cement mortar lining with portland slag cement as per IS: 455:1989 and external metallic zinc coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329. The standard lengths of the pipes are 5.50 meter (subject to tolerance as per clause 15.5.1 of IS: 8329:2000). Pursuant to clause 15.5.1 of IS8329, 10% of pipes in each size, may be supplied in shorter lengths, complete all as specified. Note:- Only Pipe along the centre line shall be measured and paid except fittings and accessories which shall be measured and paid for separately under respective items.) |
| 15 | Supply, lay, joint , fix and commission after test 100mm bore Centrifugally cast (spun) ductile iron with spigot & socket end, class K-7 conforming to IS: 8329/2000 complete with (push-on) rubber gasket jointing and centrifugally applied inside cement mortar lining with portland slag cement as per IS: 455:1989 and external metallic zinc coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329. The standard lengths of the pipes are 5.50 meter (subject to tolerance as per clause 15.5.1 of IS: 8329:2000). Pursuant to clause 15.5.1 of IS8329, 10% of pipes in each size, may be supplied in shorter lengths, complete all as specified. Note:- Only Pipe along the centre line shall be measured and paid except fittings and accessories which shall be measured and paid for separately under respective items.) |
| 16 | Supply, lay, joint , fix and commission after test 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked ,IS-15801, PP-R pipes SDR 11 (PN-10) and PP-R plain fittings in trenches/walls/cellings or laying in floors complete of size outer dia 90 mm including all fittings complete all as specified and directed. |
| 17 | Supply, lay, joint , fix and commission after test, 63mm dia (outer diameter) 3 layer ISI marked ,IS-15801, PP-R polypropylene random copolymer pipes SDR 11 (PN-10) with and including PP-R plain fittings, UV stabilized and antimicrobial fusion welded having thermal stability for hot and cold water, laid in trenches complete all as specified and directed. |
| 18 | Supply, lay, joint , fix and commission after test, 50mm dia (outer diameter) 3 layer ISI marked ,IS-15801, PP-R polypropylene random copolymer pipes SDR 11 (PN-10) with and including PP-R plain fittings, UV stabilized and antimicrobial fusion welded having thermal stability for hot and cold water, laid in trenches complete all as specified and directed. |
| 19 | Supply, lay, joint , fix and commission after test, 32mm dia (outer diameter) 3 layer ISI marked ,IS-15801, PP-R polypropylene random copolymer pipes SDR 11 (PN-10) with and including PP-R plain fittings, UV stabilized and antimicrobial fusion welded having thermal stability for hot and cold water, in fixed to walls/cellings or laying in floors complete all as specified and directed. |
| 20 | Supply, lay, joint , fix and commission after test, 25mm dia (outer diameter) 3 layer ISI marked ,IS-15801, PP-R polypropylene random copolymer pipes SDR 11 (PN-10) with and including PP-R plain fittings, UV stabilized and antimicrobial fusion welded having thermal stability for hot and cold water, in fixed to walls/cellings or laying in floors complete all as specified and directed. |
| 21 | Supply and fix 90mm dia (outer daimeter) PPR Gate Valves (brass insert) as per site requirement complete all as specified and directed. |
| 22 | Supply and fix 32mm dia (outer daimeter) PPR Gate Valves (brass insert) as per site requirement complete all as specified and directed. |
| 23 | Supply and fix 25mm dia (outer daimeter) PPR Gate Valves (brass insert) as per site requirement complete all as specified and directed. |
| 24 | Supply and fix 25mm dia (outer daimeter) PPR Plastic Ball Valve (brass insert) as per site requirement complete all as specified and directed. |
| 25 | S&F 150mm bore Cast iron body sluice valve heavy duty class ‘PN-1.6’, ISI marked with confirming to IS-14846-2000, both flanged ends and drilled, high tensile stainless steel spindle, Cast Iron gate with brass ring, non rising type, cast iron wheel handle, cast iron cap, complete with 3mm thick neoprene rubber gasket joint and nuts, bolts (high tensile), washers etc, and testing, complete all as specified and directed. |
| 26 | S&F 100mm bore Cast iron body sluice valve heavy duty class ‘PN-1.6’, ISI marked with confirming to IS-14846-2000, both flanged ends and drilled, high tensile stainless steel spindle, Cast Iron gate with brass ring, non rising type, cast iron wheel handle, cast iron cap, complete with 3mm thick neoprene rubber gasket joint and nuts, bolts (high tensile), washers etc, and testing, complete all as specified and directed. |
| 27 | M&L for Cast Iron / Ductile Iron fittings ISI marked for spigot and socketed pipe upto 300mm bore such as bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. \\"Y\\" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs, specials, complete all as specified and directed. |
| 28 | M&L for cutting existing road straight by manual, depth and width not less than 45cm for pipes upto 150 mm dia & filling back with excavated soil upto 75% road portion & 25% shall be made with cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed |
| 29 | Construction of Valve Pit of size 750x750x750mm (internal dimensions) , excavation and earth work in any type of soil and strata,100mm thick lean concrete PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate for foundation, and 460mm thick brick masonry wall built in cement mortar (1:4) using sub class \\"B\\" old size well burnt bricks , 15mm thick internal and external plaster in cement mortar (1:4) upto15cm below ground level mixted with water proofing compound, 3.15mm thick MS sheet cover with angle iron frame of size 40x40x6mm to be fitted in and around 50x50x6mm mild steel angle iron frame with 50X6mm flat iron hold fasts embedded in PCC Coping (1:2:4) type B-1 of 150mm depth and width equal to thickness of wall including locking arrangement with necessary fixing materials like hinges, nuts and bolts etc (valve chamber cover shall be opened in two halves) and painting to MS cover with one coat of red oxide primer and two coats of synthetic enamel paint and two coats of cement base paint over a coat of primer etc all as specified and all as shown in Drawing No.1060/08 Sheet No. 1/3 to 3/3 dated 01.05.2008. |
| 30 | Construction of Valve Pit of size 500x500x500mm (internal dimensions) , excavation and earth work in any type of soil and strata,100mm thick lean concrete PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate for foundation, and 460mm thick brick masonry wall built in cement mortar (1:4) using sub class \\"B\\" old size well burnt bricks , 15mm thick internal and external plaster in cement mortar (1:4) upto15cm below ground level mixted with water proofing compound, 3.15mm thick MS sheet cover with angle iron frame of size 40x40x6mm to be fitted in and around 50x50x6mm mild steel angle iron frame with 50X6mm flat iron hold fasts embedded in PCC Coping (1:2:4) type B-1 of 150mm depth and width equal to thickness of wall including locking arrangement with necessary fixing materials like hinges, nuts and bolts etc (valve chamber cover shall be opened in two halves) and painting to MS cover with one coat of red oxide primer and two coats of synthetic enamel paint and two coats of cement base paint over a coat of primer etc all as specified and all as shown in Drawing No.1060/08 Sheet No. 1/3 to 3/3 dated 01.05.2008. Please Enable Macros to View BoQ information |
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