PWD/BWN/Rs.202.70lacs/Boundary wall around the Ch. Bansi Lal Air Strip in Bhiwani (Re-Inviting)

Amount

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres HSR(6.6)

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

Dismantlng of Concrete lime concrete, cement concrete of 1:6:12 or leaner mix HSR(8.6(a)

Dismantling steel work upto a height between ridge and floor level up to 5 meters in single section including dismembering:- (b) Channels, angles, tees, and flats (HSR 8.21b)

Scraping of cement Plaster (8.32) ©

Cement concrete 1:8:16 with Brick blast 40 mm Nominal sie in foundation and plinth. (HSR 10.26)

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (HsR 10.39)

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a))

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (For works upto 1.5 meters below ground level (HSR 10.90 + 10.95 a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded. (HSR 10.114+Note)

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

First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)

12 mm thick cement plaster 1:5 (HSR 15.6)

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall HSR(15.10)

Cement pointing 1:3 deep variety on brick and tile work. HSR(15.60)

Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3). Through Rate

Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25). Through Rate

Providing and Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9). Through Rate

Cement pointing 1:2 flush on brick & tile walls HSR(15.62)

Providing and Applying Providing two coats of exterior acrylic emulsion paint. (Note- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]. Through Rate

Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. HSR(18.12)

Steel reinforcement TMT Bar FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including strengthening bending, binding wastage, overlaps, welded joints spacer bar, Chairs, stays, hangers and annealed steel wire etc, and placing in positioncomplete in all respect for all height /depths/ storeys/ 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)

1.20 metres high fencing, with 1.65 metres posts, placed at every, 2.5 meters to 3 metres apart embedded in cement concrete blocks, and every tenth post, to be strutted, provided with 4 horizontal lines of G.I. barbed wire, weighing 9.34 kg. per 100 metres (minimum) and fixed with G.I. staples, tied to 6 mm bar nib, with binding wire or by providing cut, including drilling holes, in the post of complete (excluding the cost of posts, struts, earth work and concrete which is payable extra). HSR(24.36).

Providing and fixing of concertina wire complete in all respect (1.3 Kg Wt./ Mtr.) (NS),

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, bituminous layer and granular layers 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 :- than reserve price. Angle & Barbbed wire 6177.65 Kg @ 20.00 P.Kg.

Removing of Main Door 286.00 Kg. @ Rs. 20.00 Per Kg. Note: All quantities of the below 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

Dismantling brick bats 986.57 Cum. @ Rs. 400/- P.Cum

Rakesh Kumar Contractor

Krishan Kumar Kedia Contractor