|
| 1 | Civil Works |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. Concrete of M-15 grade with minimum cement content of 240 kg/cum. |
| 4 | Providing and laying in position ready mixed cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall not be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement .Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 100mm nominal inner dia. Pipes. |
| 6 | Remove and Refixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 100 mm nominal inner dia. Pipes. ( including all necessary fitings like coupling, tee, eblow,reducer etc) |
| 7 | SITC of SS 304 External Polished & Buffed Pipe Conforming to (ASTM A312) , Heavy Class, Upto 150 NB Schedule 10. above 200NB Schedule 40 including fitting, elbows, tees, reducers, painting, support, nuts, bolts, washers, gaskets etc as required with Argon Gas Welding and Welding Electrodes as per tender requirements, All Pipes shall be despatched with End caps, Test Certificates without any damage. Cost shall include DP test for every welded joint , Hydro test and with all material required for these tests. 150mm dia. |
| 8 | SITC of Cast Steel (may include SS 304 component) thin NRV as per API 600, Class 150 , PN 20 rating OS & Y Type Raising Stem type NRV , Maximum Working Pressure 300 psi, Hydrostatic pressure 600psi for Potable Water Service, Refer Datasheet for detailed specifications 150mm dia. |
| 9 | SITC of Cast Steel (may include SS 304 component) Gate Valves with flanged ends with matching companion flages as per API 600, Class 150 , PN 20 rating OS & Y Type Raising Stem type Gate Valve , Maximum Working Pressure 300 psi, Hydrostatic pressure 600psi for Potable Water Service, Refer Datasheet for detailed specifications 150mm dia. |
| 10 | Provide and fixing SS flange for Cpvc to SS pipe connection including gaskets and ss Nuts bolts etc as direction of EIC |
| 11 | Provide and fixing CPVC flange for Cpvc to SS pipe connection including gaskets and ss Nuts bolts etc as direction of EIC |
| 12 | Provide and fixing SS Reducer for SS pipe 150mm dia to CPVC 100mm dia connection including gaskets and ss Nuts bolts etc as direction of EIC |
| 13 | CHEQUERED TILES: Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement |
| 14 | Constructing masonry Chamber 150x150x150 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 16 | REINFORCEMENT: Reinforcement for reinforced cement concrete at all floors and levels including supplying cutting bending fixing and binding in position with 1.6mm dia soft drawn annealed binding wire including cost of binding wire labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. (laps will not be measured). With high yield strength deformed bars (TMT bars) & MS round bars |
| 17 | providing and fixing GI to DI Connector 150 mm Please Enable Macros to View BoQ information |
