Special repair of Sub Health Centre at village Jai jaiwanti in Jind 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)

Dismantling brick work, tile masonry or tile lining and tile terracing In mud (HSR 8.5-b)

Dismantling cement conglemerate/terrazzo- floors 25mm to 50mm thick including concrete base. (HSR 8.25)

Scraping of cement plaster (HSR 8.32-c)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)

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)].

Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration at 1.65kg per sqm laid hot and sanded. (HSR 10.114)

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

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

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

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 on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 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).

Tile terracing with one layer of tiles, 22.86cmx11.43cmx 3.81 cm laid dry over a layer of mud mortar including grouting with cement sand mortar 1:3 and top surface to be left clean. (HSR 13.14)

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. (a) 100mm dia PVC pipe 6 kg pressure. [HSR 13.89-a]. 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.

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

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. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). [HSR 14.45+Note]. 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.

Providing and fixing vitrified tiles of size 600 x 600mm of approved make in flooring laid in any pattern as specified over base 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 NITCO, KAJARIA, SOMANI, ORIENT & JOHNSONS. (HSR 14.89) 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.

Laying and fixing vitrified/ceramic/glazed tiles of any size of approved make in skirting/dado, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (HSR 14.92-a)

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

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12).

10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52).

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. Painting on wooden surfaces etc. (HSR 16.1)

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

Painting two coat with synthetic enamel paint in all shades on old wood work or metallic or plastered or concrete surfaces to give an even shad including rubbing down old paint. (Note:- First quality paint/primer 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 16.5)

Applying priming coat with cement primer in all shade on newly platered or concrete exterior surface. (HSR 16.25)

Distempering with washable oil bound distemper (of approved manufacture) two coat excluding priming coat 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 16.57)

Distempering with washable oil bound distemper two coats on old distempered 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 16.60)

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 (a)]. 2nd Quality

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)]. 1st Quality

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position). (b) 35 mm thick. [HSR 17.90 (b) - Note 1 under 17.18].

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a-iii) 35mm thick - Note 1 under 17.18]. 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.

Factory manufactured wire gauge door and window, shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., (non coniferous timber other than teak conforming to IS specification No. 1003 Kiln seasoned), with 100 mm wide vertical styles, 150 mm wide lock rails, 200 mm wide bottom rails and wire gauge of 140 G or 120 G designation including cost of iron hinges, screws chocks/cleats, stops and 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 (Style and rails of windows shutters shall be 75 mm wide) (ii) 35mm thick (HSR 17.92-ii)

Steel reinforcement TMT bars FE-550/EQR/FE-500 D grade or more for RCC work, where no included in the complete rate or 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. (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, 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 steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to PWD 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 frame, and cement concrete 1:3:6 for lugs complete. (c) door and window frame of size 127mm x 50mm with 40mm wide double rebate. (HSR 18.34-c)

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W. pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 IN BENCHING, 12 MM THICK WATER TIGHT 1:2 CEMENT SAND PLASTER WITH A FLOATING COAT OF NEAT CEMENT AND FINISHED WITH 2 COATS of sodium silicate on interior surface where required, REINFORCED CEMENT CONCRETE SLAB 180 MM THICK FIXING 560 MM internal diameter C.I.MANHOLE COVER AND FRAME WEIGHT not less than 2.5 quintal PAINTED WITH 3 COATS OF BLACK BITUMEN PAINT, FIXING galvanised malleable IRON STEPS embedded in 1:2 cement sand mortar COMPLETE. The rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in0charge of the works to the site of works. The rate also include the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of the Engineer-in-charge. (HSR 29.90-I-c) (I) On 100 mm internal diameter pipe sewer c) for 1.80 metres depth below ground level

Providing and fixing in position best Indian make Indian type orissa or orya water closet suite for sinking into floor, with raised foot treads complete with complete with 100mm H.C.I. 'P' trap with or without vent as required and all other necessary fitings as fully described in item no. 30.1 above. (a) size 580mm (i) White (HSR 30.2 a-i)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of Engineer-in-charge) EUROPEAN TYPE WATER CLOSET SUIT WITH NON-CONCEALED ‘P’ OR ‘S’ TRAP with or without vent and all other necessary Fittings as fully described in item no. 30.3 above. (HSR 30.4-i) white

Providing and fixing in position best Indian make soap dish fixed into wall CP brass screw and complete in all respects including cutting and making good the wells etc. (a) CP brass. (i) Soap dish 160 mm (HSR 30.70 a-i)

Providng and fixing in position 15mm i/c C.P. brass bib cocks of best quality (HSR 30.75-a) a) Bib cock long body

(c) Bib cock

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 building 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) 500 ltr. capacity

Providing for laying, jointing, fixing and testing G.I. (Medium “B” type of Jindal & Tata make) pipe lines and specials tees bends, sockets. Elbows etc. inside building and testing etc. complete including cutting threading. Including cost of specials G.I. specials shall be of make :- UNIK, TATA, ZOLOTO (NS) a) 15 mm internal diameter of pipeline

b) 20 mm internal diameter of pipeline

Recovery items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Good Tiles @ Rs. 4.50/- Each

Brick Bats @ Rs. 450/- per Cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

Suresh Kumar Contractor

Ashish