Construction of Brick Masonary Side Drain on NH-71A to Khanpur University road at Village Gamri from RD 5750 to 6264 Mtr. along the PWD road in Sonepat Distt.

Amount

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (b) in Cement (HSR 8.5 b)

Dismantling concrete (d) cement concrete plain 1:2:4 mi (HSR 8.6d) ALSO INCLUDING DISPOSAL OF UNUSEABLE MATERIAL

Earth work in excavation in foundations, trenches, etc. in all kind of soil, not exceeding 2 metre depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonary, in 15 cm layers with campactino, including disposal of all surplus soil, as directed within a lead of 39 metres (HSR 6.6)

Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation & Plinth (HSR 10.32)

Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.41)

Cement Concrete 1:1½:3 with stone aggregate 20 mm nominal size in 1st storey upto 4 metre above plinth level (HSR 10.60)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with Horizontal, excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4. (HSR 10.82 + 10.95 (a))

First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

12 mm thick cement plaster on wall 1:4 (HSR 15.5)

Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)

Brick-on-edge or tile flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointed 1:2 on top (HSR 14.23)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storey’s / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22)

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Brick @ Rs. 4.50/- each

Brick bats @ Rs. 400 Per Cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.