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| 1 | Supply of building rubbish/malba/similar filling material dimantledby mechanical transport including royalty loading unloading banking the same in layers not exceeding 20cm in depth, braking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and up embankments for roads, flood banks, marginal banks and guide banks or filling up ground depression, with all leads & all lifts. |
| 2 | Supply of earth includingexcavation, banking excavated earth in layersnot exceeding 20 cm in depth, breaking clods watering, rollingeach layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressionsby mechanical transport with all leads & all lifts. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc.,excluding the cost of centering, shuttering and finishing :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Neat cement punning. |
| 11 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufacturedas premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. |
| 12 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item).Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer. |
| 13 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade \"A\" sealing compound. |
| 14 | Providing and fixing 30 mm thick (undressed)red sand stoneslab over drains. |
| 15 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Hiring JCB Machine on hourly basis. |
| 18 | Raising of existing Manhole up to 60 cm (Av) height by dismantling of CC/RCC Cover and frame including brick masonry with bricks of class designastion 75 in cement mortar 1:4 (1cement: 4 coarse sand) with a floating coat of neat cement punning 12mm thick including cost of quantities to be executed in or under foul position complete as per direction of Engineer-in-charge. |
| 19 | Hire charges for providing diesel pump of 10 HP including fuel for running/maintenance, suction pipe up to 12m, delivery pipe upto 30m, Mobil oil, labouir for pump operation including pump operator for a period to 8 Hour as per directoin of Engineer-in-charge. |
| 20 | Total amount |
