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

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth (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)].

Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm thick without concrete base (HSR 8.26)

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

Cement concrete 1:8:16 with brick ballast 40 mm 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 1:1½:3 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)].

Damp proof course 75 mm 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 and sanded. (HSR 10.114)

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

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

11.43cm thick brick wall laid in cement sand mortar 1:4 in super-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 25mm 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 on the top of R.C.C Slab including grouting with cement sand mortar 1:3 and top surface to be left clear etc. (HSR 13.13)

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) (a) 100 mm dia PVC pipe 6 kg. pressure 150 mm dia. PVC pipe 6 kg. pressure

Base course of floors consisting of 10mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Pdg. & fixing vitrified tiles 600 x 600 mm on flooring (HSR 14.89)

Pdg. And Laying vitrified tiles (HSR 14.90)

PVDG & fixing ceramic tiles/anti skid tiles of size 400mmx400mm or above size 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 of tiles.Note: Tiles shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJA-RIA , SOMANI,ORIENT & JOHNSONS. (HSR 14.91) In First Storey

Providing and fixing 1st quality ceramic glazed wall tiles confirming to IS 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 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry inluding pointing in white cemet mixed with pigement of matching shades complete. Size 300x450 mm. (HSR 14.92 b)

Plastering on wall 12mm thick cement plaster 1:6 (15.7)

Plastering on wall 15mm 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)

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)

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

Paiting two coats excluding priming coat with ready mixed paint for metalic surface in all shades on new steel or iron work. (HSR 16.17)

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

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

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)

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

Providing and applying two coats white cement based putty over plastered surface and grindling 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. (HSR 16.81)

Commerical hard wood flush door (HSR 17.93 (iii) 35mm thick

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).

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)].

Providing & fixing M.S. angle and T-iron frames for door,window and ventilator including iron hold fast,butt hinges of I.S.I. mark fixed in position with machine screws and duly welded including all other suitable locking arrangements provided and welded with the frame and making holes and fixing glazing clips in the frame , filing the welds and finished with a coat of red lead non setting primer complete in all respects (HSR 18.35) size [email protected]/Mtr.

Public Health Items 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

P/F in position Gully traps fixed in cement concrete 1:4:8 with HCI grating 150x150mm CI cover weighing approximately 7.26 kg & frame clear opening 300 x 300mm and outside size 330mm x 330mm and chamber including cost of all brick work 1:5 cement concrete 1:8:16 in foundations and C.C. 1:2:4 in coping around CI cover and frame etc. with 3 coats of black bitumastic paint of approved manufacture on all CI work as per standard design, minimum depth of water should be 150mm with a minimum seal 50mm. (HSR 30.114 (a)

Providing & fixing in position best indian make vitreous chineware channel of size 600mm x150mm including laying and fixing in cement concrete 1:2:4 complete as required by Engineer-in-charge. (i) White. (HSR 30.115)

Providing and fixing HDPE WATER STORAGE TANKS of approved 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 & 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 (except civil work) (HSR 30.119) 1000 ltrs Capacity

Providing and fixing PVC Rain water pipe 6Kg pressure of ISI mark in cement mortar during masonry work. (HSR 13.8) (a) 100mm dia PVC pipe 6Kg presure

Cement concrete 1:2:4 gola 10cmx10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64)

Providing and fixing in position best Indian make a range of four urinal flat back or angular lipped in vitreous china ware with two Nos. 5 litres capacity best indian make C.I automatic flushing cistern with fittings and flush pipe etc complete as fully described in item no. 30.19 above (White) (HSR 30.2)

Providing and fixing in position 15mmi/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). C) Bib Cock (HSR 30.75)

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

aii) 15mm stop cock (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 in position automatic brass ball valves in tank. (HSR 30.110) (i) 15mm internal diameter

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)

Kewal Krishan Chawla Contractor

Shubham Contractor Fatehabad

THE NEOLI KHURD CO-OP L AND C SOCIETY LIMITED

SHREE GANESH TRADERS