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| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in hard / dense soil for layingof pipe lines etc, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed. Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. |
| 5 | Material and labour for Cutting CI / DI pipes of size 300 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material and labour for Cutting CI / DI pipes of size 150 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. |
| 7 | Dismantling rubber gasket joints of spigot and socket pipes of size 300 mm dia,complete all as specified and directed by Engineer-in-Charge. |
| 8 | Dismantling rubber gasket joints of spigot and socket pipes of size 150 mm dia, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Taking up cast iron water mains of size 300 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Taking up cast iron water mains of size 150 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Supplying, laying, jointing, testing and commissioning of 300mm dia, class K-7, Ductile iron pipe (Conforming to IS: 8329-2000), Centrifugally Cast (Spun) Pressure Pipe with Socket and Spigot ends suitable for Push-on-Joint including jointing material, duly applied with Zinc Coating with finishing layer of Bitumen on external surfaces and Cement Motor Lining with Bituminous Seal Coat on internal surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 12 | Supplying, laying, jointing, testing and commissioning of 150mm dia, class K-7, Ductile iron pipe (Conforming to IS: 8329-2000), Centrifugally Cast (Spun) Pressure Pipe with Socket and Spigot ends suitable for Push-on-Joint including jointing material, duly applied with Zinc Coating with finishing layer of Bitumen on external surfaces and Cement Motor Lining with Bituminous Seal Coat on internal surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Material and Labour for DI fittings (Class K-12) suitable for DI spigot and socketed pipe of size from 150 mm to 300 mm bore and any type such as MJ Collar, 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 etc), collars, caps and plugs etc, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material and labour for M.S. ERW Pipe plain end as per IS:3589 GR.330, nominal bore 300 mm dia, pipe thickness 5 mm with all necessary fittings such as flanges, bends, tees, reducers, elbows, dummy plates etc including cutting, welding and joining etc as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed. |
| 15 | Material and labour for M.S. ERW Pipe plain end as per IS:1239 (Part-I), nominal bore 150mm dia, \"B\" class Medium Grade pipe with all necessary fittings such as flanges, bends, tees, reducers, elbows, dummy plates etc including cutting, welding and joining etc as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed. |
| 16 | Supply and fix Cast Iron Sluice Valve of size 300 mm nominal bore, PN 1.6, as per IS:14846 with flanged ends, hand wheel operated, stainless steel stem including necessary packing material, GI bolts, nuts and washers etc complete all as specified and directed by Engineer-in-Charge. |
| 17 | Supply and fix Cast Iron Sluice Valve of size 150 mm nominal bore, PN 1.6, as per IS:14846 with flanged ends, hand wheel operated, stainless steel stem including necessary packing material, GI bolts, nuts and washers etc complete all as specified and directed by Engineer-in-Charge. |
| 18 | Supply and fix Cast Iron double orifice kinetic air valve with SS floats of size 100mm ISI marked IS:14845 Type DK in PN 1.0 flanged ends with isolating sluice valve ISI marked complete all as specified and directed by Engineer-in-Charge. |
| 19 | Supply and fix Cast Iron double orifice kinetic air valve with SS floats of size 50mm ISI marked IS:14845 Type DK in PN 1.0 flanged ends with isolating sluice valve ISI marked complete all as specified and directed by Engineer-in-Charge. |
| 20 | Material and labour for constructing valve chamber of internal dimensions 1000 mm x1000 mm x 1200 mm with 100 mm thick PCC(1:4:8 )type D-2for foundation, brickwallsbuilt in cementmortar(1:4 ), PCC1:2:4 type B1for coping , rendering in cementmortar1:4, 10 mm thick internally and on exposed surfaces externally up to15 cmaboveGL. BottomPCCfloor of the pit should be minimum 30 cms below the bottom surface of Air release valve flange to provide sufficient working space. The Air release valve and other fittings should be housed in center of the pit, the vertices of the pit should be in right angle and champhered .The top cover of the pit shall be made out of 3mm MS sheet with angle iron frame made out of MS angle 50mm x 50 mm x 6 mm with MS hinges two Nos, and locking arrangements duly painted with two coats of water resistant synthetic enameled paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 21 | Material and labour for Reinforced cement concrete (nominal mix) 1:2:4, Type B1 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note: Steel reinforcement shall be measured and paid separately. |
| 22 | Material and labour for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 23 | Material and labour for Mild steel TMT bars 6 mm to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 24 | Material and labour for brick masonry with sub class B bricks, straight or curved on plan exc 6mmean radius in cement mortar 1:6 complete as in thrust / support blocks for water pipe lines complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material and labour forrendering 10mm thick cement plaster 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (with out using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material and Labour for PCC 1:2:4 type B1 using 20mm graded stone aggregate with necessary form work etc complete all as specified and directed by Engineer-in-Charge. |
| 27 | SCHEDULE OF CREDITNote :- Amount of Rs. 1,77,000.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ. |
