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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. for All kinds of Soil |
| 2 | Ordinary Rock |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All Kinds Of Soil |
| 4 | Ordinary Rock |
| 5 | Providing Laying dry stone soiling hand packedtightly |
| 6 | Dismantling old protection work including cutting of crates and stackingof stones. |
| 7 | Dismantling RR masanory Dry |
| 8 | Hand-packing stones in wire-crates; excluding costof crates and stones |
| 9 | Supply of second class quarry stones |
| 10 | Add cost of wire crates |
| 11 | Add cost of Gabin wire crates |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | RANDOM RUBBLE MASONRYRandom Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 21 | Foundations, footings, bases for columns |
| 22 | 4.6.2 Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses,plinth and string course fillets, kerbs andsteps etc. |
| 23 | Lintel, beams, plinth beams, girders, bressumersand cantilevers |
| 24 | Suspended floors, roofs, landings, balconies andaccess platforms. |
| 25 | Edges of slabs and breaks in floors and walls |
| 26 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in positionand binding all complete upto plinth level |
| 28 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works |
| 29 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.10.26.1 M.S. tube |
| 30 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand |
| 31 | Providing and Fixing of GI Elbow complete |
| 32 | Providing and Fixing of GI Tees complete |
| 33 | Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm ofapproved brand and manufacture |
| 34 | POINTING ON STONE WORKPointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 35 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 36 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.2.27.1 Beyond 30 cm girth upto and including 60 cm girth. |
| 37 | Carriage of materials from source to road site ofwork by mechanical transport |
| 38 | Cement and steel 12 kms |
| 39 | Steel 200 kms from Srg |
| 40 | Sand and 20mm aggregate 5kms |
| 41 | 40mm aggregate 5 kms |
| 42 | Stone soling 5kms |
| 43 | Stone 15km |
| 44 | Wire Crate 15km |
| 45 | Carriage of materials from road site upto actualsite of work avg 300 mtrs by Head load |
| 46 | Stone |
| 47 | Wire crate |
| 48 | Cement |
| 49 | Steel |
| 50 | Sand and 20mm aggregate |
| 51 | 40mm aggregate Please Enable Macros to View BoQ information |
