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| 1 | Earth work in filling by Carted Earth including Labour, T&P, Cartage etc. complete as per directed by the Engineer-in-charge |
| 2 | Earth work in embankment mechanically compacted to 98% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc. |
| 3 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. |
| 4 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Providing and laying cement concrete in 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. |
| 6 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 7 | 15mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interiorplastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. |
| 8 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors. |
| 9 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) i) upto plinth level |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete upto plinth level.Cold twisted bars |
| 12 | Steel wok in built up tubular (round,square or rectangular hollow tubes etc.) truses etc. including cutting. Hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Hot finised welded type tubes. |
| 13 | Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3(1 cement : 1.5 coarsesand : 3 graded stone aggregate12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately) |
| 14 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wireweighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per metre cost of total length of barbed wireused.With G.I. barbed wire |
| 15 | Supply & Laying of I shaped (Zigzag) precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30 Mpa and weight 4.50 kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 100mm (Rubber molded Coloured) |
| 16 | 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). |
