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| 1 | Carriage of excavated earth by mechanical transport including loading, unloading and stacking complete in all respect (beyond 5km upto 10km per km) DSR 1.1 |
| 2 | Earth DSR 1.1.2 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : DSR 2.8 |
| 4 | All kinds of soil DSR 2.8.1 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift DSR 2.25 |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. DSR 2.26 |
| 7 | All kinds of soil DSR 2.26.1 |
| 8 | 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 : DSR 2.10 |
| 9 | All kinds of soil DSR 2.10.1 |
| 10 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia DSR 2.10.1.2 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 |
| 13 | 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) DSR 4.1.3 |
| 14 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 5.22 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D ormore. DSR 5.22.6 |
| 17 | Reinforced cement concrete work in beams, suspended floors, roofshaving 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). DSR 5.3 |
| 18 | Centering and shuttering including strutting, propping etc. and removalof form for DSR 5.9 |
| 19 | Foundations, footings, bases of columns, etc. for massconcrete DSR 5.9.1 |
| 20 | Suspended floors, roofs, landings, balconies and accessplatform DSR 5.9.3 |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: DSR 6.1 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 23 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. DSR 10.25 |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix : DSR 13.7 |
| 26 | 1:4 (1 cement: 4 fine sand) DSR 13.7.2 |
| 27 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. DSR 15.2 |
| 28 | Nominal concrete 1:3:6 or reacher mix (including equivalent DSR 15.2.1 |
| 29 | Nominal concrete 1:4:8 or leaner mix (including equivalent DSR 15.2.2 |
| 30 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : DSR 15.43 |
| 31 | bituminous road DSR 15.43.2 |
| 32 | 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 : DSR 19.6 |
| 33 | 300 mm dia. R.C.C. pipe DSR 19.6.4 |
| 34 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : DSR 19.21 |
| 35 | For pipes 250 to 300 mm diameter DSR 19.21.2 |
| 36 | As per Item No. 7 DSR 19.21.2 |
| 37 | Providing and fixing in position pre-cast R.C.C. manhole cover and frameof required shape and approved quality DSR 19.19 |
| 38 | HD 20Circular shape 560 mm internal diameter DSR 19.19.3.1 |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : DSR 13.61 |
| 40 | Two or more coats on new work DSR 13.61.1 |
| 41 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operatedhigh pressure suction cum jetting sewer cleaning machine fitted with pump having 4000litres suction capacity and 6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholes and dechocking ofsewer lines. Dechocking and flushing of sewer line from one manhole to another by highpressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm DSR 14.77 |
| 42 | Existing SWD Lines ( LS provision ) |
| 43 | Lines of diameter 200mm to 250mm |
| 44 | Providing and fixing of RCC road gully cover without frame made up grade EHD-35 size 450x600x100mm fixed in C.C. 1:2:4 complete in all respect. NSR Please Enable Macros to View BoQ information |
