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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. |
| 2 | All kinds of soil |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 4 | All kinds of soil : |
| 5 | Providing and laying of dry stone soling hand packed on level including extraction, collection and carriages complete |
| 6 | 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 |
| 7 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | 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 level |
| 10 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 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. |
| 13 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 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: |
| 15 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. |
| 17 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | 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 |
| 19 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | Centering and shuttering including strutting, propping etc, and removal of form for. |
| 21 | Foundations, footings, bases of columns etc for mass concrete. |
| 22 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 23 | Suspended floors, roofs, landings, balconies and access platforms. |
| 24 | Arches, domes, vaults exceeding 6 m span |
| 25 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 26 | Foundations, footings, bases of columns etc for mass concrete. |
| 27 | Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 28 | Extra for arches, domes, vaults exceeding 6 m span |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or morE. |
| 31 | 12mm Cement plaster of mix: |
| 32 | 1 : 4 ( 1 cement : 4 fine sand) |
| 33 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 34 | 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. |
| 35 | Providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers: |
| 36 | Supply and fixing of 150/100mm dia DI sluice valve of approved make (kirloskar/crompton etc) including tail pices, flanges, nuts, bolts , all types of carriages complete in all respects |
| 37 | 150mm dia DI |
| 38 | Providing and fixing of structural steel aeration drum/ door in RCC Dome/ Sluice Chamber Complete |
| 39 | Dewatering of trenches using pumping device (subject to actual) as per direction of Engineer incharge, complete |
| 40 | Providing and fixing of MS Pipes/steel bars/ angle including flanges, babrication of MS bends, tees, steel door and stair using welding machine and genset at site of work, as per direction of Engineer incharge, complete |
| 41 | Carriage of materials from divisional store/ source upto dumping site of work including loading, unloading, stacking etc. by mechnical transport, complete. |
| 42 | Cement & Steel for an avg. lead of 45 Kms |
| 43 | Sand for an avg. lead of 65 Kms |
| 44 | Agg. (20mm) for an avg. lead of 35 Kms |
| 45 | Agg. (40mm) for an avg. lead of 35 Kms Please Enable Macros to View BoQ information |
