Special Repair of Primary Health Centre at Village Mehmra in Fatehabad Distt.

Amount

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to ful depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections nd dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning, rods, corssing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trencehs, watering of refill in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site to work, upto a lead of 1 Km in ordinary soil (HSR 6.10 (a) for depths of excavation not exceeding 3 metres below ground level

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

Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in payments, roads, taxi tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete (HSR 10.132)

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 16.5)

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

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

Wire gauze fixed on chowkats with 25 mm thick deodar wood cover moulding of full width. (HSR 17.21)

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

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chapllash 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 speified above, but including labour for fixing the same in position (HSR 17.90 (b) - 17.18 (i) note 35 mm thick

Factory manufactured wire gauze door and window shutter 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 sea soned) with 100 mm wide vertical styles 150 mm wide lock rail 200 mm wide bottom rail 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) a (ii) 35 mm thick HSR 17.92 ii - note I under 17.18)

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 HSR 17.93 (a) iii 35 mm thick - Note I under 17.18

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window 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).

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).

Providing and Fixing parking shed of japani sheet as per approved color with 25 mm thick square MS tube frame of 450 x 450 mm spacing and outer support with 50 mm square tube and vertical post 75 mm dia MS pipe with cement concrete 1:2:4 foundation including cutting, welding, all size screws, nut bolt and placing in position as direction by Engineer-In-Charge (NS)

Supply of G. I. Pipe 50 mm dia ISI marked completed in all respect as per PWD specification (NS)

Cutting of G. I. pipe 50 mm dia complete in all respect as per PWD specification (NS)

Fixing & Jointing of G. I. Pipe on 32 mm dia bars complete in all respect as per PWD specification (NS).

Public Health Work Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (HSR 29.84 (a) Size 450 mm x 450 mm in side (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C.topping)

Providing Salt Glazed Stone Ware Pipes Grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in HSR Item No. 29.38, 29.39 & 29.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-In-Charge (HSR 29.95) 200 mm i/d

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) (a) Bib cock long body

Providing and fixing in position C. P. brass stop cocks (as approved by the Engineer-In-Charge) (HSR 30.76 (a) 15 mm stop cock (ii) Concealed stop cock with flange

Providing And Fixing in position automatic brass ball valves in tanks (HSR 30.110) (b) with copper ball (ii) 20 mm internal diameter

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) 1000 Ltr. Cap.

M/S Om Parkash And Co.

RAJESH KUMAR CONTRACTOR