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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. All kinds of soil. (D.S.R 2.8.1) |
| 2 | P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.1.1 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.4.1 |
| 5 | 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-ll) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR 5.3 (bed blocks excluding the supply of rainforcement) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22,6 |
| 7 | PCC 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 As per DSR 4.1.3 |
| 8 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):As per DSR 13.31.1 |
| 9 | Earth work by mechanical/ manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tone roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tones and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m.and for all lift : D.S.R.NO 2.2 |
| 10 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.D.S.R.NO 11.2 |
| 11 | Supply and fixing of sign board including supply and cost of all materils labours T & P etc. required templet as directed by the Engineer In charge. |
| 12 | GST 18 % Please Enable Macros to View BoQ information |
