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| 1 | 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. All kinds of soil. (DSR I. No. 2.8.1) |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR I. No. 2.26.1) |
| 3 | 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 : 300 mm dia. R.C.C. pipe (DSR I. No. 19.6.4) |
| 4 | 450 mm dia. R.C.C. pipe (NSI based 19.6.5) |
| 5 | 600 mm dia. R.C.C. pipe (NSI based 19.6.7) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from recycled concrete aggregate (RCA): 10 graded stone aggregate 40 mm nominal size. (DSR I. No. 4.1.10A) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand i/c manufactured sand derived from recycled concrete aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size Recycled concrete Aggregate (RCA) upto 25% (NSI based on DSR I.No. 4.1.4) |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR I.No. 6.1.1) |
| 9 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) (DSR I.No. 13.7.2) |
| 10 | Providing orange colour safety foot rest of minimum 6mm 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 112mm 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. (DSR I.No. 19.16) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR I.No. 5.9.3) |
| 12 | 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) (DSR I.No. 5.3) |
| 13 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality: H D - 20 Circular shape 560 mm internal diameter (DSR I.No. 19.19.3.1) |
| 14 | Providing and Fixing of precast RCC M-20 HD Road Gully cover and frames in 1:2 Cement Sand Mortar on the top of brick masonary chamber complete in all respects to the entire satisfaction of EIC. (NSI) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR I.No. 5.22.6) |
| 16 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR I.No. 10.25.2) |
| 17 | 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 I.No. 19.21) |
| 18 | For pipes 350 to 450 mm diameter (DSR I.No. 19.21.3) |
| 19 | Restoring of water connections coming in the alignment of proposed pipe sewer including excavation GI Pipe and specials etc. as per satisfaction of the EIC. (NS) |
| 20 | Restoration of existing sewer line by plugging and laying of new line of PVC/SW and also making in working conditioning by putting required, bail out water, including laying, cutting and jointing etc., complete to the entire satisfaction of EIC. (NS) |
| 21 | Extra cutting through metalled sand and their foundation including sorting screening and stacking at the site complete in all respects. (NSI) |
| 22 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete (Recycled Sand). (NSI based on DSR I. No. 2.27) |
| 23 | 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 I. No. 2.25) |
| 24 | CARRIAGE OF MATERIALS; By Mechanical Transport including loading, unloading and stacking: Earth - 5KM (DSR I. No. 1.1.2) Please Enable Macros to View BoQ information |
