Construction of 1 No. 250 KVA Sub Station in Govt. ITI at Julana in Jind Distt.

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 Mtrs. (HSR 6.6)

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

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

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

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

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

Terracing consisting of tiles 22.86 cm X 11.43 Cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc., (HSR 13.13).

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

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1)

Applying priming coat with cement primer in all shade on newly platered or concrete exterior surface. (HSR 16.25)

Distempering with washable oil bound distemper (of approved manufacture) two coat excluding priming coat new 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 16.57)

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 (a)]. 2nd Quality

Factory manufactured paneled door or glazed window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash etc. (non-coniferous timber other that taek conforming to IS specification No. 1003, kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm vide bottom rail and 100mm wide other rails with panels of 15mm thick tongued and grooved of commercial hard wood and including cost of iron hinges, screws chodks/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) (b)35mm thick - Note 17.18

Factory manufactured wire gauge door and window, shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., (non coniferous timber other than teak conforming to IS specification No. 1003 Kiln seasoned), with 100 mm wide vertical styles, 150 mm wide lock rails, 200 mm wide bottom rails and wire gauge of 140 G or 120 G designation including cost of iron hinges, screws chocks/cleats, stops and 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 (Style and rails of windows shutters shall be 75 mm wide) (ii) 35mm thick (HSR 17.92-ii) - Note 17.18

Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, t the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade no. 2 and arrangement for inside and out-side locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed). a) with 80 mm X 1.00 mm M.S. Laths (HSR 18.18-a)

Pressed steel sheet frames (chowkats), consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to PWD specifications including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of 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. (c) door and window frame of size 127mm x 50mm with 40mm wide double rebate. (HSR 18.34-c)

Steel reinforcement TMT bars FE-550/EQR/FE-500 D grade or more for RCC work, where no included in the complete rate or 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/storeys/basements etc. (HSR 18.22) 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.