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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. .2.6 |
| 2 | All kinds of soil .2.6.1 |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10 |
| 4 | All kinds of soil. .2.10.1 |
| 5 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm .2.10.1.3 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .4.1 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1.3 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.8 |
| 9 | 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). .5.3 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for .5.9 |
| 11 | Suspended floors, roofs, landings, balconies and access platform .5.9.3 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. .5.22 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. .5.22.6 |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: .6.1 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) .6.1.1 |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix : .13.7 |
| 17 | 1:3 (1 cement: 3 fine sand) .13.7.1 |
| 18 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. andpressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removalfrom the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction ofEngineer-in-Charge. .14.78 |
| 19 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : .19.6 |
| 20 | 450 mm dia. R.C.C. pipe .19.6.5 |
| 21 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. .19.16 |
| 22 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality .19.19 |
| 23 | H D - 20 .19.19.3 |
| 24 | Circular shape 560 mm internal diameter .19.19.3.1 |
| 25 | Suppling, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fiting & accessories etc, all complete, for all depths, as per direction of engineer-in- charge. .23.3 |
| 26 | 200mm nominal size dia. .23.3.3 |
| 27 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. .23.4 |
| 28 | 20 mm bore nominal size dia. .23.4.3 |
| 29 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. .23.5 |
| 30 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. .23.6 |
| 31 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. .23.7 |
| 32 | Provoding and Fixing of PVC 6\\" nominal bore pipe having 10kg/cm2 pressure with fiting complete in all respect as per direction of the EIC. .NSR Please Enable Macros to View BoQ information |
