|
| 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 for all lift, as directed by Engineer-in charge. .2.6 |
| 2 | All kinds of soil .2.6.1 |
| 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 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. .2.26 |
| 7 | All kinds of soil .2.26.1 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .4.1 |
| 9 | 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) .4.1.3 |
| 10 | 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 |
| 11 | 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). .5.3 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for .5.9 |
| 13 | Suspended floors, roofs, landings, balconies and access platform .5.9.3 |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. .5.22 |
| 15 | Cold twisted bars .5.22.3 |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: .6.1 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) .6.1.1 |
| 18 | 12 mm cement plaster finished with a floating coat of neat cement of mix : .13.7 |
| 19 | 1:3 (1 cement: 3 fine sand) .13.7.1 |
| 20 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. .15.2 |
| 21 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) .15.2.2 |
| 22 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. .15.6 |
| 23 | Cutting holes up to 30x30 cm in walls including making good the same: .18.76 |
| 24 | With common burnt clay F.P.S. (non modular) bricks .18.76.1 |
| 25 | 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 .19.3 |
| 26 | 200 mm diameter S.W. pipe .19.3.3 |
| 27 | 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 |
| 28 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality .19.19 |
| 29 | H D - 20 .19.19.3 |
| 30 | Circular shape 560 mm internal diameter .19.19.3.1 |
| 31 | 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 : .19.21 |
| 32 | For pipes 100 to 250 mm diameter .19.21.1 |
| 33 | Providing, laying and trenches to correct gradient and allienment and jointing ot UPVC pipe having IS: 15328-2003 class-SN -8 marked make Supreme, Finolex, Kissar, Jain, Prince or equvalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing testing for water tightness and making good the leakage and defects including cost of specials (Specials and Solvent should be of make as that of pipes) Complete in all respects. .NSR |
| 34 | 200 mm diameter . Please Enable Macros to View BoQ information |
