|
| 1 | Dismentling of cement concrete pavments by mechenical means using pneumatic tools breaking to piece not exceeding 0.02 cum in volume and stock piling at designated location and disposal of dismantled materials upto a lead of 1000 m stacking serviceable and uncerviceable materials separately. |
| 2 | E/W in cutting embankment in ordinary soil excavation to be in the form of regulator pits not exceeding 0.50 m in depth and E/W in embankment to be in 20 cm layers including remming and dressing the surface to required levels and slops i/c all lead 8 km. cartage. |
| 3 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. 1:4:8 |
| 4 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clause 802, 804,805,806,807,1202 and R.C.C. Grade M-20 |
| 5 | Supplying fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 6 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastreing as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 i/c all cess, labour cess, lavy, toll fee, royalty, Contractor profit but excluding GST. |
| 7 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 i/c all cess, Labour cess, lavy, toll fee, royalty, Contractor profit but excluding GST. |
| 8 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 |
| 9 | Excavation of earth in ordinary soil to give 1 mt. cover from top of the pipeline including lift upto 1.50 mt.and lead upto 50 mt. from center of tranches and refilling of earth 20 cm. layers with watering and ramming etc.complete as per UPIN SOR. |
| 10 | Supply of following HDPE pipe as per BIS code no. 4984 / 2016 or its letest amendment including complete as per instructions of Engineer-in-cahrge as per UPIN SOR. |
| 11 | Earth filling in pipeline trenches as when required in layers not exceeding 20 cm in depth including supply and carriage of earth, watring, ramming, leveling, dressing, labour & T&P etc. required for proper completion of work as per UPIN SOR. |
| 12 | Supply and carting upto site of work of following dia sluice valve / scour valve, class-1, working pressure 10 kg/sq-cm conforming to I.S. 780 / 1969 or letest amendments F.O.R. destination and lowring them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurence as per instructions of Engineer-in-cahrge (Kirloskar) as per UPIN SOR. |
| 13 | supply of 20mm dia screwed type air valve with gun metal seat conferming to letast / relevent I.S. specification including all taxes and insurance carting upto site of work and lowering them Into the trenches, fixing in position and jointing them with pipelines and testing etc.complete(including supply of jointing materials etc. computer) as per instructions of engineer-in-charge as per UPJN SOR |
| 14 | construction of following type chambers as per department type design and drawing including heavy duty M.S. mainhole cover and all materials,labour, T&P etc. compelete for proper completion of work as per intruction of engineer-in-change as per UPJN SOR sluice valve chamber ( surface box type) |
| 15 | Supply of all labour, materials, T&P etc. all complete and interconnecting existing system with the extended distribution network at verious points, (140mm to 200mm dia) |
| 16 | Making of ferrule connection in 50 to 200 mm dia distribution main with saddle piece, service connections, fittings, and fixing of brass ferrule 15mm size including tapping the main and cost of bailing out of water. The above work includes necessary dismantling and reinstatement of CC/Bituminous/BOE/CC Tiles/ kuccha road,excavation including stackung of servecable materials and disposal of unservicable materials with in municipal / vIllage habitation limilts as per direction of E/I. its also includes supply, carting, laying and jointing/ fitting of 2.50m (PE-80,PN-12.50) 20MM DIA (od) hdpe PIPE,5.50M G.I. pipe medium quality , HDPE/G.I. spacials & fitting as required to complete the work (for PVC/HDPE/DI/AC dia of existing pipe upto 200 mm)1 |
| 17 | Nala crossing / culvert crossing / drain crossing including construction of supporting pillers if necessary and also including supply of all material such as casing pipe etc. complete as per UPIN SOR |
| 18 | Providing, laying spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 -100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregat, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 i/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. |
| 19 | Construction of Un-reinforced dowel jointed at expension and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-20 (Grade), coarse and fine aggregates conforming to IS-383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channe, laying and fixing of 125 micron thick polythene film, wedgs, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finishedin continuous operation including provisionof contraction and expansion, construction joints, applying debonding strips, primer, sealent, dowel bars, near approches to bridge/culvert and contruction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compund (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 20 | GST 18 % Please Enable Macros to View BoQ information |
