Construction of Pump Chamber for Fire Fighting System at CHC Chhachhrauli in District Yamuna Nagar

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 mansonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of (HSR 6.6)

Cement concrete 1:4:8 with stone aggregate 20mm nominal size in foundation & plinth (HSR 10.39)

First class brick work laid in cement sand mortar 1:5 in foundation & plinth (HSR 11.3)

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 1.65 Kg per sqm laid hot & sanded(HSR 10.114)

First class brick work laid in cement sand mortar 1:5 in first storey upto 4 meter above plinth level (HSR 11.8)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure(HSR 11.48) a)

Cement concrete 1:1½:3 with stone aggregate 20mm 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 respects. (HSR 10.82+10.95(a))

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias wall excluding steel reinforcement but including centering and shuttering laid in position complete in all respects.(HSR 10.87+10.95) (a))

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

Top Khurra 0.6mm x 0.6mm for rain water pipe in 25mm thick cemenr concrete 1:2:4 over 50mm thick cemenr concrete 1:8:16 (HSR 13.50)

Bottom khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12mm thick cemenr plaster 1:3 (HSR 13.57)

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

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

Providing and fixing PVC Bend ISI mark (HSR 13.90)a)100mm dia PVC Bend

Earth filling under floors with surplus soil, excavated from foundation & taken only from outside the building plinth, in 15cm layers including ramming, watering & consolidating lead upto 30 meters (HSR 6.13) a)

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

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

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

20 mm thick lime surkhi sand plaster 1:1:1 in 2 coats work (HSR 15.32)

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

Cement pointing 1:3 deep variety on brick & tile work (HSR 15.61)

Steel work, fixed independently without connecting plates, including cutting, hoisting & fixing in position in:- (HSR 18.1) a) R.S Joists

Pressed steel sheet frames(chowkats), consisting of 2mm 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 & 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, cement concrete 1:3:6 for lugs complete:- (HSR 18.34) a) Door & window frame of size 89 mm x 50 mm with 40 mm wide single rebate

Providing & fixing sliding bolt with nuts & screws etc., complete-(HSR 17.83) b) Aluminium- Size 300 mm x 16 mm

Factory-manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc., (non-coniferous timber other than teak conforming to I.S specification No.1003 kiln seasoned), with 100mm wide vertical styles, 150mm wide lock rail, 200mm wide bottom rail & 100mm wide other rails, with panels of 15mm thick, thongued & grooved of commercial hard wood & 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

Supply and erection of 10.5cm dia M.S fan box including 10mm dia 30cm long M.S. rod made into suitable suspension hook and erected in RCC slab for the erection of fan complete with all labour and material required to complete thejob. (HSR 31.18) (iii) Wooden bracket of approved design complete with brass batten holder with 1.5 sq mm PVC cable

Planking of Commercial hard wood such as hollock, champ, chikrassy & chaplash etc. (Non coniferous timber other than teak conforming to I.S specification no.1003 Kiln seasoned) planed on both sides, rebated & fixed in position including nails & screws etc.(HSR 17.16) c) 40 mm thick

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

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting & stopping etc. (HSR 16.2)

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 (HSR 16.3)

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

Painting two coats on iron sheets with roofing red ready-mixed paint on new work to give an even shade(HSR 16.19)

White washing Three coats( HSR 16.48)

Colour washing Two coats (HSR 16.50)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work (HSR 16.58)

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade (HSR 16.61)

Supplying of Fixing fibresheet covered for including (NS)

Cement concrete 1:1½:3 with stone aggregate 20mm 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))

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 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)

Supplying & fixing glass panes with deodar wood moulding- (HSR 17.24) d) Plate glass (Indian) 5.5 mm thick (glazing area exceeding 84 Sq dm of each pane)

Providing and fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, OK Supreme make with covers/lids marked with IS: 12701 on roof top of building including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 30.119) 2000 Ltr. Capacity

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