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| 1 | E/W in excavation by mechanical means (hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5m in whichor 10 sum on plan) inc lading dressingof sidesand ramming of bottoms, lift up to 1.5 m, including taking outthe excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. (B-1.8) |
| 2 | Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. (B-1.27.b) |
| 3 | P & L in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level. (A) 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone aggregate 40mm nominal size.) (B/3.1.6) |
| 4 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) (B-5.1.2) |
| 5 | RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand). (B/6.1.6) |
| 6 | P & L in position specifed grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1: 3 (1cement : 3 coarse sand) and making good the joints & cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix.(B-4.1) |
| 7 | P & L in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix (B-4.2) |
| 8 | C & S with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc.(B-4.9) |
| 9 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :(A)Walls (any thickness) including attached pilasters,buttressesplinthandstring course..(B-4.10.1) |
| 10 | (B )Columns, pillars, posts and struts etc. .(B-4.10.3) |
| 11 | P & F reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS:1139). (B-4.13.2) |
