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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 2 | All kinds of soil DSR 2.6.1 |
| 3 | Excavating trenches of required width for pipes, cables, etc ncluding excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the xcavated 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 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 |
| 5 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm DSR 2.10.1.3 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) DSR 4.1.3 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, hajjas, 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 5.3 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 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 |
| 13 | Cold twisted bars DSR 5.22.3 |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class esignation 7.5 in foundation and plinth in |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 16 | 12 mm cement plaster finished with a floating coat of neat cement of mix |
| 17 | 1:3 (1 cement: 3 fine sand) DSR 13.7.1 |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. |
| 19 | 20 mm dia. nominal bore DSR 18.10.2 |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 21 | 20 mm nominal bore. DSR 18.17.1A |
| 22 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 23 | 20 mm nominal bore DSR 18.46.2 |
| 24 | 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 : |
| 25 | 150 mm diameter DSR 19.1.2 |
| 26 | 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 : |
| 27 | 150 mm diameter S.W. pipe DSR 19.2.2 |
| 28 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 29 | M D - 10 |
| 30 | Square shape 450 mm internal dimension DSR 19.19.2.1 |
| 31 | HD - 20 |
| 32 | Circular shape 560 mm internal diameter DSR 19.19.3.1 |
| 33 | 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1cement : 5 coarse sand (Zone III) : 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 coatof neat cement on walls and bed concrete etc. complete as per standard design: DSR 19.30 |
| 34 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : DSR 19.30.3 |
| 35 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.30.3.1 |
| 36 | Providing and laying of UPVC pipe, IS-4985 marked, Pressure 6 kg/cm2 including cutting, joining, solvent and all necessary fittings complete in all respect except excavation. |
| 37 | (Size 160mm OD 6\\" dia) Please Enable Macros to View BoQ information |
