Special repair of Sub Health Centre at village Gatauli 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 (HSR 8.5-b)

Dismantling concrete reinforced cement concrete with cleaning and straightening and cutting of bars if required (HSR 8.6-e)

Removing door and windows (wood and steel) with chowkats by making recesses in walls when the wall is not to be dismantlled (HSR 8.18-a) Doors

(b) Windows

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

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

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

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.(HSR 10.41)

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. (HSR 10.82 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)]

Damp Proof Course 25mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size. (HSR 10.115)

Providing and laying 60 mm thick ISI marked interlocking paver block conforming to IS 15658:2006 of all shapes and colours in design mix cement M-35 over a bed of 25 mm thick fine sand complete in all respect. (HSR 10.158)

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

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 including grouting with cement sand mortar 1:3 and top surface to be left clean etc., (HSR 13.14).

Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64).

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.

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (b) 150 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](b). 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.

Plastering on walls 12 mm thick cement plaster 1:4 (HSR 15.5)

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).

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

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)

White washing two coats. (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 16.47)

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 (b)]. 1st Quality

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 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 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) 35 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 (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.

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).

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

Pressed steel sheet frames (chowkhats) consisting of 2mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, 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. (a) Door and window frame of size 89mm x 50mm with 40mm wide single rebate.(HSR 18.34-a)

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.

Providing and laying epoxy water proofing chemical. (N.S.)

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions accordingly to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushed etc. night signals, profiles, pegs, sight rails, boning ends, crossing over trenches for access to the houses, watching fencing etc. fixing and maintence of caution board refilling of trenches, 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 of work, upto a lead of 1 Km in ordinary soil: (a) For depths of excavation not exceeding 3 meters below ground level. (HSR 6.10-a)

Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter (HSR 26.10-b-i)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (a) Top layer: - Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source (HSR 28.50-a)

(b) Second layer :- coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50-b)

(c) Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50-c)

(d) Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50-d)

(e) Bottom layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50-e)

Providing and fixing Steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc. having minimum 3 mm thick Polypropylene polymer confirming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS : 1786 (HSR 29.28)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm 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 complete as per standard design. (HSR 29.84-b) 450 mm x 600 mm

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, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP3 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge (HSR 29.93-a) 200 mm i/dia RCC NP3

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

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)

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. Chormium plated brass screws and washers over rubber washers and rawl plug embedded in the wall of 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. (a) Indian make (i) size 600mm x 450mm (HSR 30.71-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 in position best Indian make C.P. Brass inlet connection 15mm with 375 mm pie and C.P. Brass nuts.(HSR 30.83)

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

Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. (N.S.) size : 160 mm od

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. 400/- 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.

Rajiv Kumar

Sh. Rohtash Kumar Contractor

Anil Kumar

Mahboob Khan