S/R for Ayush Dispensary at village Malab in Nuh Distt.

Amount

Earth Work in Excavation in foundations, trenches, etc. in all kinds of Soils not exceeding 2 meter depth including dressing of bottom and sides of trenches stacking and excavated Soil clear from the edge of Excavation and subsequent filling around masonry in 15cm layers with Compaction including disposal surplus Soil as directed within a lead of 30 meters (HSR 6.6)

Removing door and window with wood and steel with chowkat by making recesses in wall when the wall in not to be dismantled. Doors (HSR 8.18 (a))

Window

Dismantling Brick work, Tile Masonry or Tile lining and Tile Terracing (b) in cement (HSR 8.5 (b))

Dismantling roofing mud roiling with brick tile, stone slab (HSR 8.8 (b))

Dismantling roofing demolishing mud phaska in tile terracing. (HSR 8.8 (g))

Scraping cement plaster (HSR 8.32 (c))

Cement Concrete 1:8:16 with brick ballast 40 mm nominal size in foundation & plinth (HSR 10.26)

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 respect. (HSR 10.82+10.95 (a))

Cement concrete 1:1 ½ :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 respect. (HSR 10.86 + 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 20/30penetration at 1.65 Kg per sqm laid hot and sanded (HSR 10.115+Note)

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

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

First Class brick works laid in cement sand mortar 1 : 4 in first storey up to 4 mertes above plinth level (HSR 11.9)

11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]

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 at1.65 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)

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

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

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

Providing & fixing PVC Bend ISI Mark. (a) 100mm dia PVC Bend (HSR 13.90 (a))

Providing and fixing vitrified tiles of size 600x600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA (Double charged tiles shall be used as approved by Engineer in charge. (HSR 14.89)

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

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

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

10mm thick Cement plaster 1:4 on under side of ceiling (HSR 15.52)

Lime Surkhi pointing 2:3 weathered and struck on brick and tile work. (HSR 15.59)

Applying pink primer or aluminum priming coat on wood work including preparation of surface, knotting and stopping, etc. Painting two coats with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. (HSR 16.2+16.5)

White washing three coats. (HSR 16.48)

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 complete (HSR 16.52)

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

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 (b)]

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

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 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 position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position ) ii) 30mm thick (HSR 17.92 (i))

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 resin, hot-pressed, conforming to I.S 2202 part I & 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:- Commercial veneering with vertical grins or cross bands and faceveneer on both sides commercial facing with laminated core and lipped edges) 35mm thick (HSR 17.93 (iii))

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

Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].

Providing & Fixing sliding bolt with nuts and screws, etc complete aluminum (size 300 mm x 16mm) (HSR 17.83 (b))

Providing and fixing G.I. sheet 0.80 mm thick garage doors, with 40mm x 40mm x 6mm angle iron frame with diagonal braces, 3 mm thick gusset plates at the junctions, hooks at the top and 25mm dia, pulleys, & T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangements with handles and pintless etc. complete (HSR 18.16)

Wrought iron and mild steel (using angles flats square bars, tee and channels ladders, grills grafting frames, widows 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)

Fe-500 EQR TMT steel bars for RCC works, where not including in the complete rate of RCC including bending, binding and placing in position complete. (NS). 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.

Pressed steel sheet frames (chowkats) consisting of 2mm thick sheet of specified section including iron lugs (hole fasts) iron hings, conforming to PWD 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, 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, door and window frame of size 127mm x 50mm with 35mm wide double rebate. (HSR 18.34 (c))

Providing and fixing glazing in aluminum door, window, ventilator shutter and partitions etc with PVC/ neoprene gasket etc complete (cost of aluminum snap beading shall be paid in basic items with float glass panes of 5.00 mm thickness (HSR17.98 (b)) With float Glass panes of 5.00mm thickness.

Excavation for pipe lines running under pressure in trenches and pits in open areas, where disposal of surplus earth is done alongwith the alignment and restoration of unmetalled or unpaved surface to its original condition, ordinary soil. (HSR 6.8 (a))

Cement Concrete 1:8:16 with brick ballast 40 mm nominal size in foundation & plinth (HSR 10.26)

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees bends, sockets elbows etc. inside building and tesitn etc., complete i/c cutting threading. (HSR 28.18)

Extra for fixing and jointing union coupling in GI and WI pipeline. (HSR 28.21)

15mm dia

20mm dia

Cutting holes upto 23cm through square through brick work in mud walls for pipes and making good including repainting replastering and finishing according to existing finish where required. (HSR 28.23).11.43cm thickness of walls

11.43cm thick wall

22.86cm thick wall

Fixing and jointing gun metal peet (valves Heavy pattern) including cartage. (HSR 28.29) (ii) 20mm dia

BAILING OUT WATER FROM THE TRENCHES FOR MAKING NEW CONNECTIONS IN FULLY CHARGED PIPE-LINES including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR 28.47)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meter average depth benching 12mm thick cement plaster 1 : 2 RCC 1:2:4 slab 100mm thick / cement concrete topping 50mm thick with 455mmx 455mmx610mm inside light duty C.I. inspection chamber cover and frame with 3 coats of black bitumastic. (HSR 29.84) c) Size 450mm x 450mm inside.

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

Providing & fixing PVC Bend ISI Mark. (a) 100mm dia PVC Bend (HSR 13.90 (a))

Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water closet suite for sinking into floor, with raised foot treads complete with 100mm H.C.I. ‘P’ Trap with or without vent as required and all other necessary fitting as fully described in item No.30.1 Above (HSR 30.2)

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 (i) White. (HSR 30.6 (i))

Extra over item no. 30.1 to 30.4 for providing and fixing 15 litres capacity low level vitreus china ware cistern complete with flush bend all other necessary fitting instead of C.I. high level citern complete with fitting. (HSR 30.12). I) white plastic seat (solid)

Extra over item nos. 30.3 to 30.6 for providing and fixing best Indian make plastic hygienic seat with lid complete instead of hollow black or white plastic seat and lid. (HSR 30.13). i) white plastic seat (solid)

Proving and fixing in position best Indian make lavatory uites consisting of. (HSR 30.41) (iv) Size 550mm x 400mm with one no. Tap

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-Charge). (HSR 30.75)

Bib cock long body

Bib cock

Providing and fixing in position C.P. brass stop cocks ( as approved by the Engineer-in-Charge) (HSR 30.76)

Prov. and fixing in position best Indian make flexible tube connection. (HSR 30.82) (a) C.P. brass.

Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (N.S) 15mm I/d

15mm dia

20mm dia

Providing and fixing and jointing union couplings in G.I. and W.I. pipelines.

15mm dia

20mm dia

Providing, Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS) (i) 20mm dia

Providing and fixing HDPE water storage tank 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 in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plus on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in-Charge (except civil work) (HSR 30.119) (i) 500 Ltrs.

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

Sh. Maqsood Ahmed