Special repair for Veterinary Hospital at Nuh 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)

Dismantling of rubble stone masonry in cement mortar (HSR 8.1(d))

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

Scraping cement plaster (HSR 8.32 (c))

Cement Concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation & plinth (HSR 10.28)

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

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm 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 respects. (HSR 10.86+10.95(a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects.(For work upto 1.5 metres below ground level). (HSR 10.90+10.95(a)

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

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 False Ceiling with grooves with 12mm to 15mm thick, 600mm X 600mm best quality mineral fibre tiles of approved make fixed on M.S. Steel runners frame i/c cost of screws angles, cleats, rawel plugs, with taping and painting, etc. complete in all respects as approved by the Engineer-In-Charge. (HSR 13.93)

Conglomerate floor 25 mm thick cement concrete1:2:4. (HSR 14.8)

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 vitrified tiles of size 600 x 600mm of approved make in skirting / dado 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 to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: NITCO, KAJARIA, RAK (Double charged tiles shall be used as approved by Engineer in charge). (HSR 14.90)

Pdg & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in floors, 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:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT & JOHNSONS. (HSR 14.91)

12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5)

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

15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10)

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

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (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 16.2)

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. (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 16.3)

Painting one coat with ready mixed paint for metallic surfaces in all shades on old steel or iron work. (HSR 16.11)

White washing two coats (HSR 16.47)

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

Finishing walls with exterior decorative cement based paints such as snowchem Robbiacem etc. on new work two coats to give on even shade (HSR 16.61)

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 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. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock & Champ only. (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 in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (ii) 30 mm thick. [HSR 17.92 (ii) - 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 (iii) - Note 1 under 17.18]. 35mm thick 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.

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))

Providing and Fixing 150mm floor brass door stoppers,with rubber cushion,screws, etc. to suit rubber thickness complete. (HSR 17.75)

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 aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)

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.

Earth work non plastic in embankment including excavation of earth in all kinds of soil with all lead and lift including loading, unloading, watering and compaction, compensation of earth etc., complete in all respect CBR minimum 5% sandy soil. (The agency will give the source of earth from where he carts the earth) (N.S.) For filling under floors

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 and existing 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:- (i) Stone Bouldar @ 250/- 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.

(ii) Door @ 150/- Each

(iii) Window @ 200/- Each

(iv) Brick Tiles @ 4.50/- Each

(v) Brick Bats @ 400/- Each

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)

15mm dia

20mm dia

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 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)