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| 1 | Excavation in trenches for taking out, laying of pipes not exc 1.5 mtr wide and not exc 1.5 mtr in depth and getting out in soft/loos soil complete all as specified and directed. |
| 2 | Returning filling in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick complete all as directed. (Surplus soil if any shall not be removed but left proud over the trench) |
| 3 | Supply and fix Gun-metal, globe or gate valves,with iron wheel head, screwed both ends for iron pipe and fixed of of 50 mm dia incl taking down old. |
| 4 | Supply and fix Gun-metal, globe or gate valves,with iron wheel head, screwed both ends for iron pipe and fixed of 40 mm dia incl taking down old. |
| 5 | Supply and fix Gun-metal, globe or gate valves,with iron wheel head, screwed both ends for iron pipe and fixed of 25 mm dia incl taking down old. |
| 6 | Supply and fix Gun-metal, globe or gate valves,with iron wheel head, screwed both ends for iron pipe and fixed of 20 mm dia incl taking down old. |
| 7 | Taking up/out of unserviceable CI/Ductile iron pipes (including all fitting) with spigot and socketed ends and lead joints including burning out joints and removing lead from the ground cleaning the pipes free from sedimentation/scalling etc for reusing the srviceable pipes complete alll as specified for 80/100mm bore. Note : Excavation and earth work shall be measured and paid seperately |
| 8 | Taking up/out of unserviceable CI/Ductile iron pipes (including all fitting) with spigot and socketed ends and lead joints including burning out joints and removing lead from the ground cleaning the pipes free from sedimentation/scalling etc for reusing the srviceable pipes complete alll as specified for 150mm bore. Note : Excavation and earth work shall be measured and paid seperately |
| 9 | Taking up/out of unserviceable CI/Ductile iron pipes (including all fitting) with spigot and socketed ends and lead joints including burning out joints and removing lead from the ground cleaning the pipes free from sedimentation/scalling etc for reusing the srviceable pipes complete alll as specified for 200mm bore. Note : Excavation and earth work shall be measured and paid seperately |
| 10 | Taking up/out of unserviceable CI/Ductile iron pipes (including all fitting) with spigot and socketed ends and lead joints including burning out joints and removing lead from the ground cleaning the pipes free from sedimentation/scalling etc for reusing the srviceable pipes complete alll as specified for 250mm bore. Note : Excavation and earth work shall be measured and paid seperately |
| 11 | Material & labour for laying, jointing and testing Ductile iron water pipes 100 mm bore with spigot & Socketed end class K-7 conforming to IS 8329/2000,suitable for (push -on) rubber gasket jointing centrifugally applied inside cement mortar lining with Portland slag cement as per IS: 455:1989 and external metallic zinc coating as per Annex C of IS:8329 laid in trenches of in new or old locations. (Excavation, earth work & DI specials shall be measured and paid separately. However, the rate of Rubber tyton joints shall be included in the unit rate quoted) |
| 12 | Material & labour for laying, jointing and testing Ductile iron water pipes 150 mm bore with spigot & Socketed end class K-7 conforming to IS 8329/2000,suitable for (push -on) rubber gasket jointing centrifugally applied inside cement mortar lining with Portland slag cement as per IS: 455:1989 and external metallic zinc coating as per Annex C of IS:8329 laid in trenches of in new or old locations. (Excavation, earth work & DI specials shall be measured and paid separately. However, the rate of Rubber tyton joints shall be included in the unit rate quoted) |
| 13 | Material & labour for laying, jointing and testing Ductile iron water pipes 200 mm bore with spigot & Socketed end class K-7 conforming to IS 8329/2000,suitable for (push -on) rubber gasket jointing centrifugally applied inside cement mortar lining with Portland slag cement as per IS: 455:1989 and external metallic zinc coating as per Annex C of IS:8329 laid in trenches of in new or old locations. (Excavation, earth work & DI specials shall be measured and paid separately. However, the rate of Rubber tyton joints shall be included in the unit rate quoted) |
| 14 | Material & labour for laying, jointing and testing Ductile iron water pipes 250 mm bore with spigot & Socketed end class K-7 conforming to IS 8329/2000,suitable for (push -on) rubber gasket jointing centrifugally applied inside cement mortar lining with Portland slag cement as per IS: 455:1989 and external metallic zinc coating as per Annex C of IS:8329 laid in trenches of in new or old locations. (Excavation, earth work & DI specials shall be measured and paid separately. However, the rate of Rubber tyton joints shall be included in the unit rate quoted) |
| 15 | Note for CI / DI pipes:-(a) In case diversion of pipe line reqd due to bldg, stone road, under tree, wall and any other reason sch of credit will not be deducted.(b) If Wall, Drain, or any structre damaged by contractor during excavation for taking/laying of pipe line same will be make good as in original shape witout any extra cost. |
| 16 | M & L for constructing of brick masonary pits of internal dimensions 1.2 mtr x 1.2 mtr x1.2 mtrs ( bottom PCC floor of the pit should be minimum 30 cms below the bottom surface of sluice valve flange to provide sufficient working space) , bottom floor of the pit be constructed in PCC (1:3:6) 15 cms thick with 20 mm stone aggregate, inner and exposed surfaces and bottom floor of the pit should be plastered in CM (1:4) 15 MM thick. The sluice valve and other fittings should be housed in center of the pit. the vertices of the pit should in right angle and champhered .The top cover of the pit will be made out of MS sheet min 3.15 mm thick witth angle iron frame made out of MS angle 40mm x40 mmx 5 mm with galvanised steel hindges two nos ,and locking arrangements duly painted with two coats of water resistant synthetic enamelled paint over one coat of red oxide complete all as directed. |
| 17 | All as per item No 23 above but of size 0.9mtrx0.9 mtrx0.9 mtr size complete all as directed. |
| 18 | Cutting of road / PCC path upto the depth of pipes and making good the disturbed surface with PCC Type B2 1:3:6 (40mm aggregate) using extra cement including earth work complete all as specified and directed |
| 19 | Taking down old unsv Sluice valve including supply, fixing and testing of cast iron sluice valves ISI marked with hand wheel suitable for cast iron pipe/ductile iron of 250 mm bore, both ends flanged rating PN-1.0 with SS spindle as in repairs including jointing with New MS nuts and bolts, washers and gasket etc all as per IS No. 14846 complete all as directed. |
| 20 | All as per item Sl.No 19 above but for cast iron pipe of 200 mm bore |
| 21 | All as per item Sl.No 19 above but for cast iron pipe of 150 mm bore |
| 22 | All as per item Sl.No 19 above but for cast iron pipe of 100 mm bore Please Enable Macros to View BoQ information |
| 23 | All as per item Sl.No 19 above but for cast iron pipe of 100 mm bore Please Enable Macros to View BoQ information |
