DNIT for Construction of High Security Boundary Wall and Check Post of Judicial Complex at Ambala City in Ambala District

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)

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 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.81)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in pyramid type roofing excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.84 + 10.95 (a))

Cement concrete 1:1½:3 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 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundation beams, rafts pedestals and approaches slabs of bridges etc. excluding steel reinforcement but including centring and shuttering , laid in position, complete in all respect. (for work upto 1.5 Meter below ground level.) (HSR 10.90 + 10.95 (a))

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

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (HSR 11.7)

Providing and Fixing pressed clay tile (Manglore tiles) of size 200mm x 125mm x 10mm on slopping roof top / window projections with 12mm thick cement, coarse sand mortar 1:3 including cost of ridge wherever required as per approved design complete in all respect up to 4 storey or 15 Metre Height. (HSR 13.95)

Conglomerate floor 40 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.12)

Dholpur stone tiles 25 mm thick in wall facing (lining) laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and labour for fixing cramps, pins and dowels etc. (HSR 14.60) Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First Storey

Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Applying priming coat on steel work consisting of genuine red lead mixed with linseed oil and turpentine oil in equal proportions. (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 16.10).

Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on new steel or iron work. (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 16.17).

Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mittii including finishing Preparation of plastered surfaces for oil bound distemper including sand papering. (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 16.52).

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (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 16.60).

Factory- manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (non-coniferous timber other than teak, conforming or I.S. specification no. 1003, kiln-seasoned), with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position)- (HSR 17.90) (b) 35 mm thick (HSR 17.90) (b))

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable 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).

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified sections, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, or approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:- (HSR 18.34) (c) door and window frame size 127 mm X 50 mm with 40 mm wide double rebate (HSR 18.34) (c))

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.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). (NS).

M/S SHARNYA ENTERPRISES

jitender kumar