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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. (DSR No. 2.8.1) |
| 2 | Carriage of material by mechanical transport including loading, unloading and stacking Earth Approx 40% above of item DSR lead up to 3 km Complete in all respect (DSR No. 1.1.2) |
| 3 | 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 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.10) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand :i/c manufactured sand derived from recycled concete 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) |
| 5 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR No. 19.1) |
| 6 | 150 mm diameter (DSR No. 19.1.2) |
| 7 | 200 mm diameter (DSR No. 19.1.3) |
| 8 | 250 mm diamete (DSR No. 19.1.4) |
| 9 | 300 mm diamete (DSR No. 19.1.5) |
| 10 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (DSR No. 19.2) |
| 11 | 150 mm diameter S.W. pipe (DSR No. 19.2.2) |
| 12 | 200 mm diameter S.W. pipe (DSR No. 19.2.3) |
| 13 | 250 mm diameter S.W. pipe (DSR No. 19.2.4) |
| 14 | 300 mm diameter S.W. pipe (NSI based on 19.02) |
| 15 | 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 No. 6.1.1) |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 Cement : 4 fine sand) (DSR No. 13.7.2) |
| 17 | Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. as per DSR (DSR No. 5.9.3) |
| 18 | Reinforcement for RCC work including straightening cutting bending and binding the TMT bars as per DSR (DSR No. 19.22.6) |
| 19 | 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) : 3 graded stone aggregate 20 mm nominal size) (DSR No. 5.3) |
| 20 | Providing and Fixing in position pre cast RCC MH cover and frame of required shape and size of approved quality HD- 20 circular 560mm i/d as per DSR complete in all respect (DSR No. 19.19.3.1) |
| 21 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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 (DSR No. 19.16) |
| 22 | Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site. Complete in all respects. (NSI) |
| 23 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) |
| 24 | 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 No. 19.21) |
| 25 | For pipes 100 to 250 mm diameter (DSR No. 19.21.1) |
| 26 | For pipes 250 to 300 mm diameter (DSR No. 19.21.2) |
| 27 | Plugging and diversion of sewer/SWD line to carry out the repair in safe manner including the cost of sand bags, wooden planks, ballies etc. complete in all respect (NSI) |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidated each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (DSR No. 2.25) |
| 29 | Restoring of water connections coming the alignment of proposed pipe sewer including excavation GI pipe and special etc as per satisfication of EIC (NSI) |
| 30 | Restorating 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. as per satisfication of EIC (NSI) |
| 31 | Providing services of excavator JCB including the operator & diesel etc. complete in all respect (NSI) |
| 32 | Manual carriage of material from outside to site of work and back lifting of dismantled material/earth from site to outside/ at open space with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 33 | Manual carriage of SW pipes from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 34 | Manual carriage of Machine hole covers and frames from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) |
| 35 | Manual carriage of Steel from outside to the site of work with the help of Rehri and labour due to very narrow street and non workability of carriage with mechanized system to the entire satisfaction of EIC. (NSI) Please Enable Macros to View BoQ information |
