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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. All kinds of soil |
| 2 | All kind of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 4 | Dry rubble Flooring |
| 5 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering |
| 6 | i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | 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 : |
| 8 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 9 | 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. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement : |
| 10 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with |
| 12 | 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 14 | Thermo-Mechanically Treated bars |
| 15 | Centering and sguttering including strutting ,proping etc and removal of form for |
| 16 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 18 | Suspended floors, roofs, landings, balconies and access platform. |
| 19 | 12 mm cement plaster finishedwith float coatof neat cement of mix:sand)1:4 (1 cement: 4 fine sand) |
| 20 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete. |
| 21 | Electric resistant welded tube (Conforming to IS:1611-1979) |
| 22 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 23 | 10000 ltrs |
| 24 | 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. |
| 25 | External work |
| 26 | 25 mm nominal outer dia Pipes |
| 27 | 32 mm nominal outer dia Pipes |
| 28 | 50 mm nominal outer dia Pipes |
| 29 | Providing and fixing of 1HP pump (texmo brand ) |
| 30 | Providing and fixing brass stop cock of approved quality |
| 31 | 20mm nominal bore |
