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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. (As per 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 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) |
| 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 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. 4.1.4A) |
| 5 | 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) |
| 6 | 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) |
| 7 | 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. (DSR Item NO. 19.16) |
| 8 | 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) |
| 9 | 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) |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | For pipes 250 mm to 300 mm Diameter |
| 14 | Making Plug in the existing running storm line with wooden sleepers fixed with MS angle iron and GI pipe support all other contingent material required for the job to stop the flow of sewerage in downstream side the CBD. |
| 15 | For pipes 250 mm to 300 mm Diameter |
| 16 | Restoration of water supply connection coming in the allignment of sewer line including the cost of GM ferrule GI pipe not less than 1.5m including all specials of 15 mm i/d with union and making connection complete in all repect. |
| 17 | Restoration of existing sewer line by plugging and laying of new line of SW upto approximate 3 m and also making in working condition by putting required, bail out water, including laying, cutting and jointing etc. complete in all repect to the entire satisfaction of EIC for House connection. |
| 18 | Dismantling of Paver block including base of cement concrete 1:5:10 and disposal of Malba as directed by EIC and therefore refixing the interlocking paver block after scraping of mortar / concrete / rubbish etc. over 100mm thick base of coarse and concrete complete in all respect to the entire satisfaction of EIC. |
| 19 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.As per quantity. Approx. 35 of total dismantling of pavers as per item no 18 (DSR I. No. 16.68) |
| 20 | 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. Approx 40% of total excavation (DSR I. No. 2.25) |
| 21 | CARRIAGE OF MATERIALS; By Mechanical Transport including loading, unloading and stacking: Earth (2KM lead) As per quantity No. 1 i.e. 60% of total excavation (DSR I. No. 1.1.2) Please Enable Macros to View BoQ information |
