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| 1 | Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc. foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between 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. Including royalty. |
| 2 | Dismantling of R.C.C./R.B work including stacking of material as directed by E/IC within distance of 60 meters. |
| 3 | Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km. |
| 4 | Providing of bandha for diversion of nala etc. all complete. |
| 5 | Providing of 8HP diesel pump for dewatering of nala with pump, driver etc. all complete. |
| 6 | Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling). |
| 7 | Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors. |
| 8 | R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering 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. |
| 9 | Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending 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. (10 mm to 12mm tor (TMT Bars). |
| 10 | Providing of NP-4 900 mm Ø R.C.C. hume pipe. etc. all complete. |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retarder for setting of concrete/improve workability without impairing strength and durability as per direction of engineer-in-charge. Note- cement concrete considered in this item is @ 330kg/cum. Excess or less cement used as per design mix is payable or recoverable separately up to plinth level. |
| 12 | M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. |
| 13 | 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 including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand. |
| 14 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES I shape (Zigzag) 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. 100mm thick, Strength should not less than M-30. (tiles shape decided by Engineer-in-charge with ISI Mark) |
| 15 | Providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) aggregate (20 mm nominal size) and cutting complete including cost of form work. In foundation and floors. |
| 16 | Sub Total (A) |
| 17 | Add / Deduction For Estimate Figure Amount Match |
| 18 | Grand Total Please Enable Macros to View BoQ information |
