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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 2.8 |
| 2 | All kinds of soil. DSR 2.8.1 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required,in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : DSR. 2.10 |
| 4 | All kinds of soil DSR.2.10.1 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR.2.10.1.2 |
| 6 | 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 : DSR 4.1 |
| 7 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) DSR 4.1.3 |
| 8 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10 |
| 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 5.3 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9 |
| 11 | Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR.5.22 |
| 13 | Cold twisted bars DSR 5.22.3 |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth in:.DSR 6.4 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand).DSR 6.4.1 |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix : as per DSR 13.7 |
| 17 | 1:3 (1 cement: 3 fine sand) as per DSR 13.7.1 |
| 18 | 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 |
| 19 | Nominal concrete 1:3:6or leaner mix (i/c equivalent design mix) -- C.C Flooring DSR 15.2.1 |
| 20 | Providing and Fixing Soil, Waste and Vent Pipes DSR 17.35 |
| 21 | 100mm dia DSR 17.35.1.2Centrifugal cast iron S&S as per IS - 3989 |
| 22 | Providing and fixing heel rest sanitary bend DSR 17.40 |
| 23 | 100 mm diameter : DSR 17.40.1.2 |
| 24 | Sand cast iron S&S as per IS - 3989 |
| 25 | Providing and fixing collar: DSR 17.57 |
| 26 | 100 mm DSR 17.57.1.2Centrifugal cast iron S&S as per IS - 3989 |
| 27 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete , including cost of cutting and making good the walls and floors : DSR 17.60.1 |
| 28 | 100 mm inlet and 100 mm outlet DSR 17.60.1 |
| 29 | Sand cast iron S&S as per IS: 3989 DSR 17.60.1.1 |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. DSR 18.10. Internal work - Exposed on wall |
| 31 | 15 mm dia nominal bore DSR 18.10.1 |
| 32 | 20 mm dia nominal bore DSR 18.10.2 |
| 33 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) DSR 18.17.1 |
| 34 | 20 mm dia nominal bore DSR 18.17.1A |
| 35 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : DSR 18.46 |
| 36 | 20mm nominal bore DSR 18.46.2 |
| 37 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI :12701marked, with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base support for tank. DSR 18.48 |
| 38 | Cutting holes up to 30x30 cm in walls including making good the same:DSR 18.76 |
| 39 | With common burnt clay F.P.S. (non modular) bricks DSR 18.76.1 |
| 40 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 18.78 |
| 41 | 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 19.1 |
| 42 | 200 mm diameter DSR 19.1.3 |
| 43 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design DSR 19.3 |
| 44 | 200 mm diameter S.W. pipe DSR 19.3.3 |
| 45 | Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : DSR 19.4 |
| 46 | 100x100 mm size P type DSR 19.4.1 |
| 47 | With F.P.S. Bricks class designation 75 DSR 19.4.1.1 |
| 48 | 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 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. DSR19.16 |
| 49 | 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 19.21 |
| 50 | For pipes 100 to 250 mm diameter DSR 19.21.1 |
| 51 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: DSR 19.30 |
| 52 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : DSR 19.30.3 |
| 53 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.30.3.1 |
| 54 | Providing & Fixing of 20mm G.I.Tank Nipple complete in all respect |
| 55 | Providing Drip Seal joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: |
| 56 | 100 mm Please Enable Macros to View BoQ information |
