Renovation of Office Building of District Industries Centre at Bahadurgarh in Jhajjar District

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 mtr. (HSR 6.6)

Scraping of cement plaster (HSR.8.32,c) (c) cement plaster

Dismantling white or coloured glazed tiles (to be carefully removed) (HSR 8.38)

Cement concrete 1:4:8 with stone aggregate 40 mm 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 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)First Storey

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, (squre 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)First Storey

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 but 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)

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

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

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 an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm ontop of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Top khurra 0.6 mx 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16(HSR.13.50)

Providing fixing PVC rain water pipe 6kg pressure of ISI mark in cement mortar during masonry work.(HSR13.89) a) 100 mm dia PVC pipe

Providing & fixing PVC bend ISI mark(HSR 13.90)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling(HSR.14.1)

Providing and fixing vetrified tiles of size 600 x 600mm of approved make in flooring laid in anyu pattern as specified over base of 20mm thick cement slurry mixed with pigmentto match the shade to tiles. Note :- Tile shall be premium quality (first quality) of reputed manufacturer like Nitco, Kajaria, Somani, Orient & Johnsons & RAK (HSR 14.89)

Conglomerate floor 40 mm thick cement concrete topping 1:2:4,(HSR.14.9)

Providing and fixing vetrified tiles of size 600 x 600mm of approved make in skirting/dado laid in any pattern as specified over base of 12mm thick cement 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note :- Tile shall be premium quality (first quality) of reputed manufacturer like Nitco, Kajaria, Somani, Orient & Johnsons (HSR 14.90) (A) Ground floor

Providing & fixing 1st quality ceramic glazed wall tiles conforming to I.S. 15622 (thickness to be specified by the manufactured) of approved make in all colors, shades except burgundy, bottel green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cemnt mixed with pigment of matching shades complete. (HSR 14.92) a) Size of ceramic glazed tiles 200x300mm

Plastering on walls 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

10 mm Cement Plaster 1:4 under side of ceiling (HSR. 15.52) (A)Ground floor

12 mm cement plaster 1:6 on walls (HSR 15.7)

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 (HSR 16.1)

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

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

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

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

Distempring with washable oil bound distemper (of approve manufacture) two coats on old distempered work. (HSR 16.60).

Providing two coats of exterior acrylic emulsion paint (HSR 16.79 b) Ist quality

Providing and applying two coats white cement based putty over plastered surface and granding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sunderies etc. complete (J.K /Birla make) (HSR 16.81)

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

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

b) for double leaf shutter

Factory manufactured panelled door or glazed window shutter of commercial hard wood, such as hollock, champ etc, (non-coniferous timber other than teak, conforming to 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 and nails etc., complete fixed in position (excluding the cost of any fitting, other than specified above but including labour for fixing the same in position:- (HSR 17.90 (a)- note I under 17.18) 30 mm thick (A)First & second storey

Factory-manufactured wire gauze door and 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 vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/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 17.92) -Note (i) under Ch. 17.18) i) 30mm thick

Factory manufactured solid flush door shutters, with block board core as der I.S. No. 1659-1669 bonded with water, proof type danol formaloehyde synthetic resin, hot-press as , 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):- (Note) Commercial veneering with vertical grains or cross bands and face vaneer on both sides comercial facing with laminated core and lipped edges. Duro, Green make (HSR 17.93(a) (i) - note I under 17.18) iii) 35mm thick

Providing and fixing aluminium work for doors window, ventilators and parti-tions with extruded built up standard tubular sections/appropriate Z section and other sect ions of approved make conforming to IS, 733 and IS :1285 fixed with rawlplugs and screws or with fixing clips or with expension hold fasterners including necessary filling up of gaps at junctions,at top, bottom and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle. aluminium snap beading for glazing/panclling C.P brass/stainless steel screws,all complete.

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS; 12823 grage 1 type II in panelling fixed in aluminium doors. Windows shutters and partition frames with c.p. brass /stainless steel screws etc. complete. (HSR 17.97) (b) Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing glazing in aluminium door, windows ,ventilator shutter and partitions etc. with pvc/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items). (HSR 17.98) (b) With float Glass panes of 5.00 mm thickness.

Wrought iron and mild steel (using angle flats, square bars, tee and channels) ladders, grills, grating, frames, window guards, iron doors openable or fixed staircase or parapet or any other type of railing, gates and tree guard etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Fe-500 EQR TMT steel bars for R.C.C works, where Not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (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 frames and cement concrete 1:3:6 for lungs complete. (HSR 18.34) a) Door and window frame of size 89 mm 50 mm with 35 mm wide single rebate (Item no. 18.34 a)First & Second storey

d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate First & Second storey

Providing and fixing in position best Indian make Indian type orissa or orya water closet suite complete with 100mm HCI 'P' trap other necessary fittings. (HSR 30.2) a) Size 580mm (I) White

Providing and fixing in position best Indian make large flat back or angular lipped fro nt urinal 610mm hig consisting of i) Flat back lipped or angular urinal basin or vitreous chinaware, (to the approval of the Engineer-in-charge) (HSR 30.25)(i) White

Providing and fixing in position best indian make (ordinary) lavatory suites consisting of :- Lavatory in vitreous chinaware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary. White (HSR 30.41)550mmx400mm with one no. tap

Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fittings as fully described in item no. 30.3 above (HSR 30.6)(i) White

Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75 (c) Bib cock

Earth filling (Tibba sand) free from vegetation and rock etc. brought from outside with all lead and lift and laying in 15 cm layers including, ramming watering & consolidation rolling & compensation of earth taken from private land. The successive layer of earth should not be provided until and unless layer under construction is thoroughly compacted and watered. The complete rate quotation by the contractor shall take in to account all allowances for labour hardness, wetness and all kind of carriage, loading, unloading, total lead and lift of soil involved to the entire satisfaction of Engineer-in-charge confirming fully to specification No. 6.2 & 6.3 of Haryana PWD specification 1990 including subsequent agenda and corrigenda issued from time to time (N.S.)

Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and 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 to the Engineer.HSR-30.119 (a) 500 Ltr. Cap.

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)

Providing & laying 150 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.)Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).. 2. Materials to be used and operation manufacturing shall be approved by engineer.

Providing and laying 80mm thick interlocking paver blocks of all shapes and colors in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect (HSR 10.159)

HIMANSHICONSTRUCTION