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| 1 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation etc or for laying pipe lines and getting out as in hard/dense soil complete all as specified and directed. |
| 2 | Returning filling in including spreading leveling, watering and well ramming in layer not exceeding 25 cm in hard/dense soil, complete all as specified and directed. |
| 3 | Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 4 | Taking up CI/DI pipe 150 mm bore removing from site ( including all fittings) with spigot & socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed |
| 5 | Taking up/down steel water tubing 20 mm bore including cleaning for refixing or removal to store complete all as specified and as directed. |
| 6 | All as per item srl No. 5 here-in-before but GI pipe 25 mm bore. |
| 7 | All as per item srl No. 5 here-in-before but GI pipe 50 mm bore. |
| 8 | All as per item srl No. 5 here-in-before but GI pipe 80 mm bore. |
| 9 | Supply, laying, jointing and testing of ductile iron pressure pipe with socket & spigot ends having ISI stamping marking confirming to IS:8329/2000 in standard length of 5.50 - 6.00 meter of classification K-7 suitable for and including push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes having 150 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. Note: (i) Excavation earth works shall be measured and paid for separately. (iii) CI/DI specials shall be measured and paid for separately. |
| 10 | Supply, laying, jointing and testing of ductile iron pressure pipe with socket & spigot ends having ISI stamping marking confirming to IS:8329/2000 in standard length of 5.50 - 6.00 meter of classification K-7 suitable for and including push on rubber tyton (gasket D-jointing) with cement mortar lining in the pipes having 100 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. Note: (i) Excavation earth works shall be measured and paid for separately. (iii) CI/DI specials shall be measured and paid for separately. |
| 11 | S & F DI pipe fittings such as bends, tapers, tee pieces single branch, \\"Y\\" junction, collars, caps and plugs etc spigot socketed or flanged ends type of size upto 150 mm nominal bore including push on rubber tyton joint conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure 'B' of IS-9523/2000) complete all as specified and directed. |
| 12 | S&F in replacement of cast iron non rising sluice valve, SS spindle 100 mm bore flanged ends PN 1.6, ISI marked as per IS 14846/ 2000 and CI operating wheel including gasket, nut , bolts washer complete including taking down exisiting all as specified and directed. |
| 13 | S&F in replacement of cast iron non rising sluice valve, SS spindle 150 mm bore flanged ends PN 1.6, ISI marked as per IS 14846/ 2000 and CI operating wheel including gasket, nut , bolts washer complete including taking down exisiting all as specified and directed. |
| 14 | Supply & Fix 50 mm bore galvanised steel tubing medium grade, ISI marked including necessary fittingslaid in trenches complete all as specified and as directed. |
| 15 | Supply & Fix in repair/ replacementing 20 mm bore galvanised steel tubing medium grade, ISI marked including necessary fittings fixed to wall ceiling or laid in floors complete all as specified and as directed. |
| 16 | All as per item srl No. 15 here-in-before but GI pipe 25 mm bore. |
| 17 | Supply and fixing in repair/ replacement gun metal gate valve with iron wheel head screwed both end suitable for 20 mm bore pipe, ISI marked, complete all as specified and as directed. |
| 18 | Supply and fixing in repair/ replacement gun metal gate valve with iron wheel head screwed both end suitable for 25 mm bore pipe, ISI marked, complete all as specified and as directed. |
| 19 | Supply and fixing in repair/ replacement gun metal gate valve with iron wheel head screwed both end suitable for 50 mm bore pipe, ISI marked, complete all as specified and as directed. |
| 20 | M& L for Cutting of road/ path for laying of ductile/galvanised iron pipe line upto 1.2 Mtr depth and getting out including forming bottom surface to reqired level or slope complete all as specified and directed. |
| 21 | M & L for construction of brick masonry valves pits of the following internal dimension,one brick thick wall in cement mortar 1:4 on 100 MM Thick PCC 1:4:8 IN foundation, rendering 15 mm thick internally and externally upto 150 mm below ground level complete with 3.15 mm thick MS sheet cover angle iron frame welded with 40X5 mm flat iron frame including provision of hinges, Handle and locking arrangements and 40X40X6 mm angle framefixed on top of valve chamber by means of hold fast 150 mm long,embedded in PCC 1:2:4 (20mm graded aggregate)block of size 230X200X100 mm,applying two coats of anti corrosive paint over coat of red oxide zinc chrome primer after preparation of all exposed to steel surfaces including neccessary earth work in soft/loose soil complete all as specified and directed. |
| 22 | (a) 900 mm x 900 mm x 900 mm |
| 23 | (b) 600 mm x 600 mm x 600 mm |
| 24 | Supply and fix suction sweeper complete with 2 Hp 3 phase motor 415 V , pump & starter mount on trolley including nylon rope,50 mm hose pipe, float, 50mm NRV etc complete with 900 mm long sweeper head all as specified and as directed. |
| 25 | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for including disposal of unserviceable material complete all as specified and as directed. |
| 26 | M & L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate for to support the pipe line etc, including necessary form work complete all as specified and directed. Supply and laying river bed fine sand in trenches/ ducts 15 cm under cable and 8 cm above the cable for cushioning / protection to cable including spreading, levelling and get thick 18cm after hand punning complete all as specified and directed at site. Please Enable Macros to View BoQ information |
