Construction of 4 Nos Rooms New Car and Bike Shed in Haryana Roadways Bus Stand at Kaithal In Kaithal Distt

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 Concrete cement concrete plain 1:2: 4 mi (HSR 8.6 (d))

Cement Concrete 1:4:8 with stone aggregate 40mm 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 for reinforced concrete work in shelves excluding steel-reinforcement but including centring and shuttering, laid in position complete in all respects. (HSR 10.81 +10.95 (a)

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 centring and shuttering, laid in position complete in all respects. (HSR 10.82 + 10.95 (a))

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10cm to 20cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects (HSR 10.87 + 10.95 (a))

Damp proof course 25 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 10.115)

Providing and laying 60mm thick ISI Marked interlocking paver blocks (Conforming to IS 15658 2006) of all shapes and colours in design mix cement M-40 over a bed of 25mm thick fine sand complete in all respect. (HSR 10.158)

Providing and laying 80mm thick ISI Marked interlocking paver blocks conforming to IS 15658 2006 / IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159)

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

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 coasts 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)

Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)

Providing fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (a) 100 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (a))

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4)

Conglomerate floor 25 mm thick cement concrete topping 1:2:4 (HSR 14.8)

Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR 14.62)

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR 14.66)

10 mm thick cement plaster 1:3 (HSR 15.2)

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

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

Applying pink primer or aluminium priming ocat on wood work including preparation of surface, Knotting and stopping etc. (HSR 16.2)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or matallic or plastered or concrete surfaces to give an even shade (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. (HSR 16.57)

Providing two coats of exterior acrylic emulsion paint. a) 2nd Quality (HSR 16.79 (a))

Supplying and fixing glass panes with deodar wood moulding (C) 4 mm thick (glazing area above 55 sq dm, but upto 84 sq dm of each pane)(HSR 17.24 (C))

Cost of aluminium fittings complete for doors and windows, such as tower bolts,handles,etc., and screws for these fittings (excluding sliding bolt) (a) for single leaf shutter (HSR 17.72 (a))

Providing and fixing sliding bolt with nuts and screws,etc.,complete (b) aluminium (ii) size 250 mm X 16 mm(HSR 17.83 (b) (ii))

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ,chikrassy and chaplash,etc.,(non-coniferous timber other than teak,conforming to I.S.specification No.1003,kiln-seasoned),with 100 mm wide verticle 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). (a) 30 mm thick (HSR 17.90 (a)) - Note 17.18

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash,etc.,(non-coniferous timber other teak, conforming to I.S.specification No.1003, kiln-seasoned),with 100 mm wide verticle styles, 150 mm wide lock rail, 200 mm wide bottom rail, and wire gauze of 140G or 120G designation including cost of iron hinges, screws, chocks/ cleats, stops nail etc.,complete fixed in position (excluding the cost of any fitings,other than specified above,but including labour for fixing the same in position)- (style and rails of windows shutter shall be 75 mm wide) (i) 30 mm thick (HSR 17.92 (i)) - Note 17.18

Factory manufactured solid flush door shutters, with block board core as per I.S.No.1659-1969 bonded with water proof type phenol formaldehyde synthetic esin,hotpressesd, conforming to I.S.2202 part I and II, fixed in position, including iron hinges,screws, chocks/cleats and stops etc.(excluding the cost of any fittings other than specified above,but including labour for fixing the same in position)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges.) (ii) 30 mm thick (HSR 17.93 (ii)) - Note 17.18

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 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 / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding verlaps. 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)

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. 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: - (d) door and window frame of size 114 mm X 50 mm with 35 mm wide double rebate (HSR 18.34 (d))

Providing and Fixing Poly Carbonate Sheet 1.25mm thickness on Gates and grills excluding the cost of MS framework but including the cost of nut bolts, Welding rods complete in all respect as per direction of Engineerin- Charge (HSR18.43)

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