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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All Kinds Of Soil. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | Providing and laying of dry stone solling tightly hand picked on horizontal levels |
| 6 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good theundulation etc. and disposal of surplus earthupto 50 metres. |
| 7 | Supplying and stacking at site Graded crushed stone aggregate of size90 mm to 45 mm |
| 8 | 63 mm to 45 mm |
| 9 | 53 mm to 22.4 mm |
| 10 | Supply and stacking of 6mm stone Chippings at site |
| 11 | Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting, spreading to template and consolidation with light power road roller etc. complete ( payment for brick aggregate and moorum etc, to be made separately) : |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with(1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size |
| 18 | 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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 22 | Columns, pillars, piers, abutments, posts and struts. |
| 23 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 24 | Suspended floors, roofs, landings, balconies and access platforms |
| 25 | Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 26 | Arches, domes, vaults upto 6 m span( and exceeding 6 mtrs) |
| 27 | Extra for shuttering in circular works: Foundation |
| 28 | Walls |
| 29 | Beams |
| 30 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Riveted and bolted |
| 31 | Steel Door |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above/upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 33 | 12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand) |
| 34 | 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 35 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 36 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm |
| 37 | Carriage of material from sourse to dumping site at road site by mechanical transport.Cement & steel/ fencing etcfor avg. lead of15 Km |
| 38 | Sand/20mm Aggregate for avg. lead of 20 Km |
| 39 | 40mm Aggregate for avg. lead of 20 Km |
| 40 | Stone solling for avg lead of 15 Km |
| 41 | Carriage ofmaterial by manual labour from dumping/ road site to actual site of work . for avg. lead of 400 mtrsCement |
| 42 | Steel /fencing /CGI Sheets. |
| 43 | Sand/20mm Aggregate |
| 44 | 40 mm stone Aggregate |
| 45 | Stone solling |
| 46 | Carriage ofmaterial by manual labour from dumping/ road site to actual site of work . for avg. lead of 50 mtrsCement |
| 47 | Steel /fencing /CGI Sheets. |
| 48 | Sand/20mm Aggregate |
| 49 | 40 mm stone Aggregate |
| 50 | Stone solling |
