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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 th |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size d |
| 3 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm |
| 4 | Centering and shuttering including stutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. As per DSR Code No- 5.9.1 |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of |
| 6 | Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). As per DSR Code No- 6.1.2 |
| 8 | Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5 |
| 9 | 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 sizederived from natural sources). Above Plinth Level. As per Code No-5.3 |
| 10 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 |
| 12 | 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) As per Code No 13.1.2 |
| 13 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) As per Code No-13.46.1 Two Coats |
| 14 | 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. In grantings, frames, guard bar, ladder, railing, brackets, gates and s |
| 15 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution DSR Code No.13.5 |
| 16 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red as DSR 8.2.2.2 Rate (5136.30x.735=3775) |
| 17 | E/w in filling or in embankment in foundation or plinth in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth as per SI NO 253 |
| 18 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing to the edjacent stone in stone wall lining in cement mortar 1:2 making the necessary chases in stone and holes in walls.as per dsr 8.7.2 |
| 19 | Providing and fixing copper pins 7.5 cm long 5 mm dia for securing edjacent stone in stone wal lining in cement mortar 1:2 including making the necessary chasses 8.16 |
| 20 | Wiring of light point as per DSR 1.10.1 |
| 21 | Supply and fixing of 22 w LED Spot light as per SI No. cat AAA. |
| 22 | Wiring of sub main with 4sq mm wire as per DSR 1.14.3 |
| 23 | Suppply and fixing of sign board I/C all. |
| 24 | As per Order of Joint Secretary G.O. No. G-1877 Dated 21-02-2025 and Director cum-chief Engineer U.P. RED, Lucknow Latter No 801 Dated 03-03-2025 Deduction 5% for Comptetive Price Effciency Please Enable Macros to View BoQ information |