job no 2422

Amount

HSR 3.1.17.8/ Loading, unloading and carriage of material R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes

HSR 4.16.1.3/ 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: 4.16.1.3 All Kind of soil 4.16.1.3 Pipes, cables etc. exceeding 300 mm meter dia. but not exceeding 600 mm

HSR 4.17/ Extra for excavating trenches for pipes, cables etc. in all kinds of meter soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 meter).

HSR 6.25.1/ Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and Reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete and improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note: - Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). 6.25.1 All work up to plinth level

HSR 17.14.1/ Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications 17.14.1 Grading I Material

HSR 20.63.7/ Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329- 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.

HSR 20.68.2/ Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 20.68.2 Above 300mm and up to 600mm dia.

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