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| 1 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 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) |
| 4 | Cement plaster in fine sand :12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) |
| 5 | 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) |
| 6 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 (One Part of Cement, Two Part of Coarse Sand and Four Part of 2cm Stone Grit) in Raft foundation and footing with 4cm. Gauge apporved stone ballast supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than m-150. (5-Chapter PWD SCH.No.287) |
| 7 | 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). |
| 8 | 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. |
| 9 | 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) |
| 10 | 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: All kinds of soil. |
| 11 | Supply/Fixing of Black Granite Stone work display board. (NS) |
| 12 | Sub Total (A) |
| 13 | Add / Deduction For Estimate Figure Amount Match |
| 14 | Grand Total Please Enable Macros to View BoQ information |
