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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .2.8 |
| 2 | All kinds of soil. .2.8.1 |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 : .2.10 |
| 4 | All kinds of soil. .2.10.1 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. .2.10.1.2 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1 |
| 7 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) .4.1.3 |
| 8 | 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) .4.1.10 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. .5.22 |
| 10 | Cold twisted bars .5.22.3 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: .6.1 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) .6.1.1 |
| 13 | Steel work welded in build up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. .10.25 |
| 14 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. .10.25.2 |
| 15 | 12 mm cement plaster finished with a floating coat of neat cement of mix : .13.7 |
| 16 | 1:3 (1 cement: 3 fine sand) .13.7.1 |
| 17 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : .15.43 |
| 18 | bituminous road .15.43.2 |
| 19 | 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. .19.16 |
| 20 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality .19.19 |
| 21 | M D - 10 .19.19.2 |
| 22 | Square shape 450 mm internal dimension .19.19.2.1 |
| 23 | H D - 20 .19.19.3 |
| 24 | Circular shape 560 mm internal diameter .19.19.3.1 |
| 25 | 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: .19.30 |
| 26 | inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or moreinlets : .19.30.3 |
| 27 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 .19.30.3.1 |
| 28 | Providing and fixing of PVC pipe Of 10 Kg/cm2 pressure of make as approved by EIC complete with Cost of solvent. .NSR |
| 29 | 100mm . |
| 30 | 150 mm . |
| 31 | Providing and fixing of RCC Road gully cover and frame complete in all respect. (Size 450 x 600mm) .NSR |
| 32 | Providing and fixing Steel Clamp complete in all respect. 150mm .NSR |
| 33 | 100mm . |
| 34 | 150mm . |
| 35 | Providing and fixing D-Joint Required as per site complete in all respect. .NSR |
| 36 | 100mm . |
| 37 | 150mm . |
| 38 | Providing and fixing PVC bend complete in all respect. .NSR |
| 39 | 150 mm . |
| 40 | 100 mm . |
| 41 | Providing and fixing PVC Socket complete in all respect. .NSR |
| 42 | 150 mm . |
| 43 | 100 mm . Please Enable Macros to View BoQ information |
