Up-gradation by Special Repair of Research Laboratory in P.W.D. BandR Office Campus at Hisar

Amount

Earth work in excavation in foundations, trenches etc. in all kind of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, staking the excavated soil clear from the edge of excavation and subsequent filling around masonary, in 15cm layers with compaction, including disposal of all surplus soil, as directed with in a lead of 30 mtrs. (HSR 6.6)

Dismantling brick work, tile masonry or tile lining & tile tracing. In Cement (HSR 8.5 (b)

Dismantling concrete cement concrete plain 1:2:4 mix (HSR 8.6 (b)

Dismantling concrete Reinforced cement concrete with cleaning (HSR 8.6 (e) )

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

Removing doors & windows (wood & steel ) together with the dismantling of walls (HSR 8.18 (a)door

(b) Window

( c) Clearstory

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

White & Colour wash (HSR 8.32 (a) )

Scraping Cement plaster (HSR 8.32 (c)

Dismentaling white or coloured glazed tiles. (HSR 8.38)

Cement concrete 1 : 8 : 16 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.29)

Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation & plinth. (HSR 10.36 )

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

Cement concrete 1: 1.1/2 : 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 centering and shuttering, laid in position complete in all respect. (HSR 10.82 + 10.95 (a))

Cement concrete 1: 1.1/2 : 3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cms thickness (straight & 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 respect. (HSR 10.86 + 10.95 (a)) Ground Floor

(ii) First Floor

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by Item Nos. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.89 + 10.95 ( a))

Cement concrete 1:1.1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, beams etc. i/c centring and shuttering (HSR 10.90 + 10.95 (a))

Damp proof course 25 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 10.115)

Providing and laying 80mm thick ISI marked interlocking paver blocks conforming to IS 15658:2006/IRC:SP:63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159) (Note:- Reputed make Paver Block Only ISI marked will be sued as approved by Engineer-in-Charge).

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 1:6 in first storey up to 4 meters above plinth level. (HSR 11.7)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres 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 at 1.65 kg per sqm on top of RCC slab including grouting cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)

Top khurra 0.6 m X 0.6m or rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick CC 1:8:16 (HSR 13.50)

Providing & fixing PVC rain water pipe 6Kg. Pressure of ISI mark in cement mortar during masonary work. (Reputed make PVC pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. (HSR 13.89) (b) 150mm dia PVC bend Pipe.

Providing and fixing PVC bend ISI mark. 100mm dia PVC bend. Note: (Reputed make PVC pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. (HSR 13.90 (a) 100mm dia PVC Bend.

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595 x 595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance? 85%, Thermal Conductivity k = 0.052 - 0.057 w/, K, Fire Performance as per (BS 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33mm thick (galvanized @ 120 gsm) comprising of main T runners of 14x32mm of length 3000mm, cross T of size 15x32 mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module o size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @80 gsm) 50mm long 8mm outer diameter M-6 dash fateners, 6mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to centre along main 'T'. The system should rest on periphery walls/partitions with the help of GI perimeter wall angle of size 24x24x3000 mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in-charge. (With or without groves). (HSR 13.92)

Conglomerate floor 50 mm thick CC toping 1:2:4 (HSR 14.10)

Precast Chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 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 landing (HSR 14.45 + Note )

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 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 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. (HSR 14.92) Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Providing and Laying Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Including the cost of granite stone) (Based on HSR 14.96). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

12 mm thick cement plaster 1:3. (HSR 15.4)

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

6 mm thick cement plaster 1:3 (HSR 15.49) ( A)( GF)

10 mm thick cement plaster 1:4 ( HSR 15.52)

Cement pointing 1:3 deep variety on brick and tile work (HSR 15.61)

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. (HSR 16.1 )

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

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surface 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 two coats with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surface to give an even shade including rubbing down old 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 16.5)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (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 16.9)

Applying priming coat with cement primer in all shades on newely plastered or concrete exierior surface. (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 16.25)

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

Distempering with washable oil bound distemper (of approved manufacture ) 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 (a) 1st quality (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 laying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including coat 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).

Providing & fixing 150 mm hasps and staples with necessary screws etc. complete (HSR 17.78 (b) Aluminum )

Factory- manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (non-coniferous timber other than tak, conforming ot I.S. specification no. 1003, kiln-seassoned), with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/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)- (HSR 17.90 (a) 30 mm thick

b) 35mm thick Door

Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, 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)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges:- (HSR 17.93 (a) (iii) 35 mm thick

Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved mak conforming to IS 733 and IS J285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling C.P brass / stainless stell screws, all complete (HSR 17.95)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting (HSR 17.96)

Providing and fixing 12 mm thick preleminated particle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainless steel screws etc. complete (HSR 17.97 b) Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (HSR 17.98 a) with float glass panes of 4.00 mm thickness

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (HSR 17.99 a) with stainless steel cover plate

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)

Providing and fixing round shape door handle with cost of screws etc complete. 100mm (HSR 17.102) i

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 of more for RCC work, where no included in the complete rate of RCC including straightening, bendings, Note: reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps, Couplings, welded joints, spacers 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. Binding, wastage, overlaps, welded joints, spacer bars chairs stays hangers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/ storeys/basements etc. (HSR 18.22)

Supplying fixed steel windows, of standard rolled steel sections, joints mitred and electrically flash-welded, including iron lugs and glazing clips, complete (excluding glazing), and finished with one coat of ready-mixed paint red-lead, non-setting primer. (HSR 18.27).

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

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel of the specified section, including iron lugs (Holdfast), iron hinges, confirming to PWD specifications, including bolts for fixing stops, lock notch provision for receiving tower bolts, and finished one coat of ready mix 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. (HSR 18.34 (a) Door and window frame of size 89 mm x 50 mm with 35 mm wide single rebate )

Pressed steel sheet frames (chowkats) , consisting of 2 mm thick steel of the specified section, including iron lugs (b) door & window frame of size 76 mm x 38 mm with 35 mm wide single rebate (HSR 18.34 (b) )

Providing and fixing Tik tac tiles of size 300 x 300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:4 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) (DSR 16.90)

Providing and fixing PVC wall paneling complete as per approved by engineer in charge (NS)

Providing and fixing structural glazing with 6mm thick antelio heat resistant glass (toughened colored glass)(make: MODI, SAINTGOBAIN) over frame of aluminium extruded tubular section of Jindle/Hindalco make having section (4’x2’), 14 gauge, Panel Size of 4’-00”x2’-00”, the aluminiuim quality as per grade 6063 T5 of T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade aluminium section & joints duly filled with silicon sealer and gasket complete. The rate to be inclusive of cost of material such as cleats, sleeved, screws, silicon sealant, gasket of superior quality etc. necessary for fabrication of extruded aluminium frame work, in all respects entire the satisfaction of the Engineer-in-Charge. (Make of all the constituents like sealant gasket etc. shall be got approved from Engineer-in-charge before application. (Excluding the cost of aluminium standard Tubular Sections (NS).

ROAD WORK Precast cement concrete Factory manufactured with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth including form work, placing and mixing in position complete at ground level or first Floor. Make: NTC, Unistone or equivalent. (HSR10.77+10.95(a)

Providing and laying 80mm thick ISI marked interlocking paver block conforming to IS 15658:2006/IRC:SP:63-2004 of all Shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.159). (Note:- Reputed make paver block only ISI marked will be used as approved by Engineer-in-Charge).

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of @0.30 kg. per sqm. on the prepared bitumen/granular surface cleaned with mechanical broom including coat of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from drum type hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS).

Providing and laying ‘B’ type using 80/100 grade seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from hot mix plant laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS).

Providing and lying 200 mm thick granular sub base consisting of drainage cum filter layer confirming to Table 400.1 Grading –VI MoRT&H 5th edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note:- 1. Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero plasticity Index (PI). 2. Material to be used and operations of manufacturing shall be approved by the engineer.

Pdg. & fixing Iron Powder coated sheet shed with M.S. sq./Round pipe i/c fixing of nuts and screws complete. (NS)

PUBLIC HEALTH WORK Excavation for pipelines running under pressure in trenches and pits in open area where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. outside the town in ordinary soil:- (HSR 6.8 (a) Without timbering and shorting upto 1.5 metres depth

Construction brick masonray inspection chamber sizes as given below upto 0.60 metres 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 plastern 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 (a) Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping

C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab

Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (HSR 29.95 (ii) 150 mm i/d

Providing and fixing in position best Indian make Indian type orissa or orya water closet suite complete with 100mm HCI 'P' trap other necessary fittings. (HSR 30.2 (a) (I) a) Size 580mm I) White.

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) (HSR 30.6) (i) white

Providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13) (i) white plastic seat (solid)

Providing and fixing in position best Indian make a range of two squatting urinals in vitreous chinaware with one no. 5 litres capacity G.I. automatic flushing cistern with fittings and flush pipe. (HSR 30.34)

Providing and fixing in position best Indian make (ordinary) lavatory suites consisting of :- Lavatory in vitreous chinaware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary. (HSR 30.41) White R.S or C.I brackets for building into wall including painting 32 mm C.P brass waste with C.P brass chain and rubber plug 15 mm C.P brass screw down pillar tap with jamnuts or couplings best design (as approved by the Engineer-in-charge) All fittings best Indian make and; to the approval of the Engineer-in-charge All brass work chromium plated and complete in all respects including cutting and making good the walls floors and painting of fitting etc. 550mmx400mm with one no. tap

Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (As per item no 30.41) (HSR 30.68) a) 25mm dia C.P brass adjustable. (ii) 600mm long.

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (As per item no 30.41) (HSR 30.69 (c ) (i) Vitreous chinaware shelf 560mm long i) white.

Providing and fixing in position best Indian make bevelled edge 5.5mm 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 embeded 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. (As per item no 30.41) (HSR 30.71 (a) (I) a) Indian make (I) 600mmx450mm

Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75 (a)Bib cock long body

(b) Bib cock

Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76 (a) (i) (a) 15mm stop cock (i) Stop cock male and female end.

ii) Concealed stop cock with flange

Providing and fixing in position best indian make elexible tube connection. (HSR 30.82 (b) (i) b) C.P brass i) 15mmx300mm.

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 Iin position, making connections with inlet and outlet pipes, providing overflow 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. (HSR 30.119 (e) 2000 Liter Capacity)

Pdg. And fixing of ABC type fire Existinguser cylender complete. CH. NS a) 6 kg cylender

b) 4.5 kg cylender

c) 4.5 kg co2

d) Bucket set (4 Buckets)

RECOVERY ITEM: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Materials obtained from dismantling of structure have been calculated taking assumption 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) on approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. The reserve price is as under:- a. i) Serviceable tiles reserve price @ 5/- each

b. ii) tiles bats, reserve price @ 400/- cum

c. iii) Serviceable brick reserve price @ 5.00 each

d. iv) brick bats, reserve price @ 400/- cum

e. v) Doors reserve price @ Rs.800/- each

f. vi) Windows reserve price @ Rs.500/- each

g. vii) Ventilator reserve price @ Rs.300/- each

h. viii) Steel bar scraps reserve price @ 2500 per Qtl. Note: All quantities of the above materials have been worked out on the basis of theoretical quantities. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement 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.

Ashok Kumar Garg

M/s Parmod Chand Contractor