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| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 2 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 3 | Depth upto 1.5 m |
| 4 | Random rubble masonry with hard stone in foundation and plinth: |
| 5 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: |
| 7 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 8 | 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 two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 9 | M-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) -As per design mix) |
| 10 | Random rubble dry stone Kharanja (soling) under floor. |
| 11 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position andbinding all complete. |
| 12 | Thermo-Mechanically Treated bars. |
| 13 | Centring and shuttering with plywood or steel sheet upto two stories (each story of height upto 3.5 metre from floor level) including strutting, propping etc. And removal of form for: |
| 14 | Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. |
| 15 | Brick work with FPS bricks of class designation 75 in uperstructure above plinth level upto two stories in all shapes and sizes in : |
| 16 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 17 | 1:6 (1 cement : 6 fine/ coarse sand) |
| 18 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surfaceeven and smooth complete |
| 19 | Finishing walls with water proofing cement paint of required shade : |
| 20 | New work (Two or more coats applied @ 3.84 kg/10 sqm).Outer Plastered Area (20 mm thick) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 23 | For Truss @25Kg/mFor Purlins @6Kg/mFor Column @23Kg/mFor Base Plate @7854 Kg/cumFor 20mm Foundation Bolts @2.47 Kg/mfor Bracings @8Kg/sqm |
| 24 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. |
| 25 | 80x1.25mm M.S. laths with 1.25 mm thick top coverSteel Rolling Shutters |
| 26 | Thickness of Dry Stone Kharnaja Below Footings |
| 27 | Providing and fixing ball bearing for rolling shutters |
| 28 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. |
| 29 | Exceeding 16.80 sqm in area |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 31 | Two or more coats on new work |
| 32 | Supply & installation of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 232mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 33 | Total Sheeting Area - Roof |
| 34 | Extra for overlap (5%) Please Enable Macros to View BoQ information |
