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| 1 | Dismantling Reinforced Cement Concrete or Reinforced brick work including stacking of materials as directed by E/IC with in a distance of 60 meters (200 feet). (17-Chapter PWD. No.694) |
| 2 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (17-Chapter SI.No.16) |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar. (17-Chapter Si.No.6) |
| 4 | Removal of Silt for Nala/Nali in liquid mud or faul position with special T&P including lead 30m and lift up to 3.00m etc. all complete. (As per Attached sanctioned rate analysis) |
| 5 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1) |
| 6 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) |
| 7 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) |
| 8 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 S.I. No. 305) |
| 9 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.(c) 1 Cement : 4 Coarse sand.(Chapter No.13 Si.No.1) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 11 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles I shape decided by Engineer-in-charge with ISI Mark) (Chater No. 20 Si.No.14E) |
| 12 | Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-15 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter Sr.No.6 Si.No..4.1.3) |
| 13 | Re-Laying of I shaped precast interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) including 25mm thick loacal sand base levelling and ressing of surface to required level and slope, filling Joints with local sand all comlete work. including VAT (Chapter No.20 Si.No.19 New Item) |
| 14 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.C.C Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring 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 Si.No.8) |
| 15 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 S.I. No. 504(B)) |
| 16 | Supply of Pre-cast RCC Slab size 900x500x150mm etc all complete. (As per Market Rate) |
| 17 | Fixing of R.C.C Slab etc all complete. (NS) |
| 18 | Sub Total (A) |
| 19 | Deduction Cost of old brick |
| 20 | Deduction Cost of old brick bats |
| 21 | Sub Total (B) |
| 22 | Sub Total (A-B) = (C) |
| 23 | Add / Deduction For Estimate Figure Amount Match |
| 24 | Grand Total Please Enable Macros to View BoQ information |