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| 1 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth and getting out in Soft/Loose Soil, complete all as specified and as directed. |
| 2 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth and getting out in Hard / Dense Soil, complete all as specified and as directed. |
| 3 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth and getting out in soft/ disintegrated rock, complete all as specified and as directed. |
| 4 | Returning, Filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soils, complete all as specified and as directed. |
| 5 | Removing surplus excavated soil to a distance not exceeding 50.00 metre away and depositing where directed at a level not exceeding 1.50 metre above the starting point, complete all as specified and as directed. |
| 6 | Material and labour for Pipe Line route marker made of Pre-cast cement concrete block masonry (1:3:6) Type C1(20mm graded aggregrate) with solid blocks, exceeding 10 cm in width and setting in cement concrete mortar (1:6), including embosing WATER SUPPLY PIPE / MES and properly painting with approved colour, size of pipe line route marker 900x300x100mm complete buried in ground for a depth of 45 cm & necessary earth work complete all as specified and directed. |
| 7 | Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 300 mm complete all as specified and as directed. |
| 8 | Supply and laying across road crossing reinforced concrete pipes, class NP2, laid and jointed complete with collars of size 250 mm complete all as specified and as directed. |
| 9 | Demolition Cement concrete (unreinforced) concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 10 | Material and labour for soling (or sub base) 150 mm spread thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 11 | Material and labour for Cement Concrete Type B2 (1:2:4) (40mm graded aggregate) as in Foundation filling and mass concrete for grounting of panel and making good disturbed road surfaces including necessary formwork (as/if required) complete all as specified and directed. |
| 12 | Taking up GI/cast iron water mains, (including all fittings), from trenches with spigot and socket ends and lead joints including burning out joints and recovering lead and setting aside for relaying or removal to store as credit for bore of pipe 100 mm complete all as specified and directed. |
| 13 | Taking up GI/cast iron water mains, (including all fittings), from trenches with spigot and socket ends and lead joints including burning out joints and recovering lead and setting aside for relaying or removal to store as credit for bore of pipe 150 mm complete all as specified and directed. |
| 14 | Supply, laying, jointing & testing of Ductile Iron (DI) Pressure 150mm bore (dia) with Spigot & Socket ends, Centrifugally Cast (Spun) with cement mortar lining in inner Side confirming to IS : 8392 /2000 in standard length for classification K-9 and other relevant standards and metallic zinc coating followed by a finishing layer of Epoxy Paint in outer side, suitable for Push-on Joint (Rubber Gasket Joint) in any length and laid in trenches, complete all as specified and directed.Note- Excavation, DI Specials and rubber gasket joint shall be measured and paid separately. |
| 15 | Supply, laying, jointing & testing of Ductile Iron (DI) pressure 100mm bore (dia) with Spigot & Socket ends, centrifugally cast (Spun) with cement mortar lining in inner side confirming to IS : 8392 /2000 in standard length for classification K-9 and other relevant standards and Metallic Zinc Coating followed by a finishing layer of Epoxy Paint in outer side, suitable for Push-on Joint (Rubber Gasket Joint) in any length and laid in trenches, complete all as specified and directed.Note- Excavation,DI Specials and rubber gasket joint shall be measured and paid separately . |
| 16 | Material and labour for Rubber gasket joint with rubber to CI and DI Pipes and fittings for 150 mm bore Pipe complete all as specified and directed. |
| 17 | Material and labour for Rubber gasket joint with rubber to CI and DI Pipes and fittings for 100 mm bore Pipe complete all as specified nd directed. |
| 18 | Supply and fixing DI Bends, Taper Tees, Pieces( Single or double branch) any type and angle / radius and straight connecting pieces for pipe upto 300mm bore complete all as specified and directed. |
| 19 | Material and labour for connecting pieces one end flanged and other socket or spigot and bell mouth pieces one end flanged other end tapering as bell mouth upto 150 mm complete all as specified and directed. |
| 20 | Supply and fixing tubes, 'Medium grade', galvanised, with all fitting; laid in trenches including fittings, 150 mm bore of pipe complete all as specified and as directed. |
| 21 | Supply and fixing tubes, 'Medium grade', galvanised, with all fitting; laid in trenches including fittings, 100 mm bore of pipe complete all as specified and as directed. |
| 22 | Material and labour for cast iron sluice valve 100mm bore (dia), comply with IS:14846-2000, Class PN-1.6, both ends flanged, having gun metal working parts, stainless steel spindle with cast iron hand wheel with all necessary fixing arrangements such as gaskets, mild steel nuts, bolts, washers, etc. and testing including taking down unserviceable sluice valve, complete all as specified and as directed. |
| 23 | Material and labour for cast iron sluice valve 150 mm bore (dia), comply with IS:14846-2000, Class PN-1.6, both ends flanged, having gun metal working parts, stainless steel spindle with cast iron hand wheel with all necessary fixing arrangements such as gaskets, mild steel nuts, bolts, washers, etc. and testing including taking down unserviceable sluice valve, complete all as specified and as directed. |
| 24 | Material and labour for construction of brick masonary valve pits, of the following internal dimension complete with 3.15 mm thick MS Sheet coverangle iron frame duly painted with locking arrangement including all necessary excavation and earth work PCC Work for 900 x 900 x 900 mm inner size as per TD drawings complete all as specified and directed. |
| 25 | Material and labour for construction of brick masonary valve pits, of the following internal dimension complete with 3.15 mm thick MS Sheet coverangle iron frame duly painted with locking arrangement including all necessary excavation and earth work PCC Work for 600 x 600 x 600 mm inner size as per TD drawings complete all as specified and directed Please Enable Macros to View BoQ information |
