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

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 Mtrs. (HSR 6.6)

Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)].

Scraping of white wash and colour wash (HSR 8.32 (c)

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

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level..(HSR 10.59)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

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)].

First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89]. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (HSR 14.45)

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

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

Cement pointing 1:2 flush on brick & tile walls (HSR 15.62)

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)

Provinding two coats of exterior acrylic emulsion paint (b) 1st Qlty. (HSR 16.79 (b))

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).

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (HSR 18.22) (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).

Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].

1.20 metres high fencing, with 1.65 metres posts, placed at every, 2.5 meters to 3 metres apart embedded in cement concrete blocks, and every tenth post, to be strutted, rovided with 4 horizontal lines of G.I. barbed wire,(HSR 24.36)

Public Health 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. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). (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 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 descried in item No. 30.1 above (HSR 30.2 a) (i) size 580mm

Providing and fixing in position best Indian make (as approved by the Engineer-in-charge) European type water closet suite, syphonic type consisting of (HSR 30.5) (a) Single trap Syphonic W.C. Suite (ii) Single colour

Providing and fixing in position best Indian make (Ordinary) lavotory. Suites consisting of: for wash size 630mmx450mm with one no. tap (HSR 30.41 (vi)

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making good the walls etc. (HSR 30.70) (a) C.P.BRASS (i) Soap dish large

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRROR mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHROMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer-in-charge) COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (HSR 30.71) (a) INDIAN MAKE (i) 600 mm X 450 mm

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) (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 BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION (HSR 30.82) (b) C.P. Brass (iii) 15 mm X 450 mm

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 in position, making connections with ilet and outlet pipes, providing over flow 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-in-Charge. (Except civil work) (HSR 30.119) 1000 Ltr. Capacity

Providing and fixing , jointing, fixing and testing CPVC . pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of (NS) (ii) 20 mm internal diameter of pipeline Vertical

SHREE GANESH TRADERS

Shubham Contractor Fatehabad