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| 1 | Extra for cutting through metalled road and their foundations including stacking of material extra complete in all respects. (NSI) |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1:5 m in width or 10sqm 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 100m. All kinds of soil (DSR2.8.1) |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked (DSR 2.26.1) |
| 4 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiffmixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :(19.1) |
| 5 | 200 mm diameter (19.1.3) |
| 6 | 250 mm diameter (19.1.4) |
| 7 | 300 mm diameter (19.1.5) |
| 8 | 400 mm diameter |
| 9 | Providing, lowering intrences to correct grading an alignment jointing with tytone rubber joint and cutting of RCC S/S pipes and specials rubber rings ISI marked as per ISI marked code IS: 458-2003 into tranches for all depths and laying out the same to correct alignment, gradient, levels etc. cutting of concerete bed and joint holes supporting the pipes and specials incorrect position in suitable riged manner while the same are being jointed and untill the surrounding, benches, haunches and envelops are complete the pipes shall rest on the beds at all joints through there length and to fixing of rubber ring, facing, testing the pipes for leakages and making good the same leakages and all defects to the entire satisfaction of the EIC. (NSI) |
| 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. pipesincluding bed concrete as per standard design :(19.2) |
| 11 | 200 mm diameter S.W. pipe(19.2.3) |
| 12 | 250 mm diameter S.W. pipe(19.2.4) |
| 13 | 300 mm diameter S.W. pipe(19.2.5) |
| 14 | 400 mm diameter S.W. pipe |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) (DSR 4.1.10) |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) (4.1.3) |
| 17 | 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) (6.1.1) |
| 18 | 12 mm cement plaster 1:3 (1 cement: 3 Coarse sand) finished with a floating coat of neat cement of mix (DSR 13.9.1) |
| 19 | Providing orange colour safely 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 mmX25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2mm 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) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.(5.9.3) |
| 21 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 5.1.2) |
| 22 | 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.(5.22.6) |
| 23 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality EHD-35 (19.19.4) Circular shape 560 mm internal diameter(19.19.4.1) |
| 24 | 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.(2.25) |
| 25 | Supplying and filling in plinth with Jamuna/local fine sand under floors including, watering, ramming consolidating and dressing complete(NSR based on 2.27) |
| 26 | Carriage of material by mechanical transport including loading, unloading and stacking(1.1.2) 3 Km |
| 27 | Making connection of drain or storm line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete(19.21) |
| 28 | For pipes 100 to 250 mm diameter (DSR 19.21.1) |
| 29 | For pipes 250 to 300 mm diameter (DSR 19.21.2) |
| 30 | For pipes 350 to 450 mm diameter (DSR 19.21.3) |
| 31 | Making temporary plug in runner 8\\" i/d sewer line including cost of sand bag etc. complete in all respect to the entire satisfaction of EIC for sewer line of following sizes. (NSI) |
| 32 | Restoring of sewer connection coming in the alignement of propose sewer pipe including excavation and 100mm SW pipe etc. complete as per satisfaction of EIC. (NSI) |
| 33 | Making house connection with 100mm dia SW sewer in new proposed 200,250,300 & 400mm dia etc. complete as per satisfaction of EIC. (NSI) |
| 34 | Restoring of water connection coming in the alignment of propose sewer pipe including excavation short length of GI pipe, GI specials, pipe etc. complete as per satisfaction of EIC. (NSI) |
| 35 | Making connection of existing 200mm dia sewer line with proposed new sewer line of 250mm & 300mm dia complete as per satisfaction of EIC. (NSI) |
| 36 | Making connection of existing 600mm dia sewer line with proposed new sewer line of 300mm dia complete as per satisfaction of EIC (NSI) |
| 37 | Making connection of existing 600mm dia sewer linew with proposed new sewer line of 400mm dia complete as per satisfaction of EIC. (NSI) |
| 38 | Repair and rectification of cracked CI/DI water supply line 150mm DI pipe alongwith standards specials including dewatering, labour, cost signage etc. complete in all respect as per satisfasction of EIC. (NSI) |
| 39 | Repair and rectification of cracked CI/DI water supply line 200mm DI pipe alongwith standards specials including dewatering, labour, cost signage etc. complete in all respect as per satisfasction of EIC. (NSI) |
| 40 | Shifting 100mm dia water supply line complete in all respect as per satisfaction of EIC. (NSI) Please Enable Macros to View BoQ information |
