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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 or plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils. (DSR 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 2.26.1) |
| 3 | Carriage of Material by Mechanical Transport including loading, unloading and stacking Earth up to 3 km (DSR 1.1.2) |
| 4 | 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 4.1.10 A) |
| 5 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot 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 19.35) |
| 6 | 900 mm dia RCC pipes. (Laying by manual/ mechanical means) (DSR 19.35.3) |
| 7 | 1200 mm dia RCC pipes. (Laying by manual/ mechanical means) (DSR 19.35.5) |
| 8 | 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 19.6.4) |
| 9 | 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) Cement mortar 1:4 (DSR 6.1.1) |
| 10 | 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 4.1.4) |
| 11 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement: 4 fine sand) (DSR 13.7.2) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. (DSR 5.9.3) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (DSR 5.22.6) |
| 14 | 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 up to floor five level excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement: 2 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 5.3) |
| 15 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality HD - 20 Circular shape 560 mm internal diameter (DSR 19.19.3.1) |
| 16 | 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. (Size : cover 690 x 537 x 80mm ; frame : 810 x 657 x 130mm) (NSI) |
| 17 | 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 ixing, 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 19.16) |
| 18 | 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 in all respects to entire satisfaction of EIC. (NSI) |
| 19 | Diversion of sewer 48\\" into 66\\" HDPE line SWD by providing and laying of CI/ DWC pipe 20\\" including the cost of sand bags, plugging of existing system and taking out and repairing the same after completeing the job complete In all respects to the entire of satisfaction of the EIC (NSI) |
| 20 | Extra cutting through metalled road and their foundation including sorting screening and stacking at the site complete in all respects. (NSI) |
| 21 | Supplying and filling sand (recycled sand) under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI based on DSR 2.27) |
| 22 | 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 m and lift upto 1.5 m (DSR 2.25) |
| 23 | 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) |
| 24 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR 15.2.1) |
| 25 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) |
| 26 | Demolishing brick work 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. In cement mortar (DSR 15.7.4) |
| 27 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR 15.3) |
| 28 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 (DSR 19.26.3) |
| 29 | Providing services of excavator JCB complete in all respect to the entire satisfaction of the EIC. (NSI) |
| 30 | Weaving wire netting for wire crates including binding of sides and partition of make crares of 15 x 15 cm with GI wire 4.75 mm dia hot dipped from to and filling tone boulders of weight not less than 40 LBS and size 15 cm from all direction (NSI) |
| 31 | Provision for providing diversion of sewer 8\\" at site including the cost of material, labour, machinery etc. complete in all respects (NSI) |
| 32 | Provision for providing diversion of sewer 12\\" at site including the cost of material, labour, machinery etc., complete in all respects (NSI) |
| 33 | Provision for providing diversion of sewer 24\\" x 36\\" at site including the cost of material, labour, machinery etc., complete in all respects (NSI) |
| 34 | Provision for providing diversion of TT water at site including the cost of material, labour, machinery etc., complete in all respects (NSI) |
| 35 | Provision for providing diversion of water Supply at site including the cost of material, labour, machinery etc., complete in all respects (NSI) |
| 36 | Recovery against old material (Old bricks) |
| 37 | Recovery against old material (TMT Bars) Please Enable Macros to View BoQ information |
