Escalator Block, in New Judicial Complex (Tower of Justice) at Gurugram in Gurugram Distt. (Civil Work)

Amount

Earthwork in excavation in foundations,trenches etc, in all kinds of soil,not exceeing 2 metres depth including dressing of bottom and sides of trenches, stacking thr excavated soil,clear from the edge of excavation and subsequebt filling around masonary, in 15 cm layers with compaction,including disposal of all surplus soil,as directed within lead of 30 metres.[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 consolidation lead upto 30 meters.[HSR 6.13(a)]. Refer Sketch EST-01, (A+B)

Anti-termite treatment Pre-Construction Work providing and injecting chemical emulsion for pre constructional anti termite treatment and creating a chemical barrier under and around the column pits,wall trenches,basement excavation, top surface of plinth filling junction of wall and floor,along with the external perimetre of building, expansion joints surrounding of pipes and conduits etc,complete(plinth area of the building at ground floor only shall be measured). Aldrin embulsifiable concentrate(.5%). [HSR 6.15(a)]

Centering and shuttering for flat surfaces such as suspended floors, roofs,landings,chajjas, shelves etc. inclination not exceeding 25 degree with horizontal HSR 9.1] (i) B1( -2.76m )

Ground ( +1.2 m )

First Storey(+5.92)

Second Storey(+10.34)

Third Storey(+14.76)

Fourth Storey(+19.18)

Fifth Storey(+23.6)

Sixth Storey(+28.02)

Seventh Storey(+32.44)

Eighth Storey(+36.86)

Centering and shuttering for faces of walls,partitions,retaining walls, well steining, and the like including attached plasters, buttresses etc when curved. complete in all respects.[HSR 9.6] Level from foundation (-6.92m to +1.20m)

centering and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels.[HSR 9.7] (i) B2( -2.76m )

Ground ( +1.2 m )

+1.20 to First Storey(+5.92)

+5.92 to Second Storey(+10.34)

+10.34 to Third Storey(+14.76)

+14.76 to Fourth Storey(+19.18)

+19.18 to Fifth Storey(+23.6)

+23.6 to Sixth Storey(+28.02)

+28.02 to Seventh Storey(+32.44)

+32.44 to Eighth Storey(+36.86)

centering and shuttering for columns (square or rectangular or polygonal in plan).[HSR 9.9] Extra for additional storey (i) B1( -2.76m )

Ground ( +1.2 m )

First Storey(+5.92)

Second Storey(+10.34)

Third Storey(+14.76)

Fourth Storey(+19.18)

Fifth Storey(+23.6)

Sixth Storey(+28.02)

Seventh Storey(+32.44)

Eighth Storey(+36.86)

Shuttering for faces of concrete foundations and foundation beams(vertical or battering).[HSR 9.13]

Extra for steel shuttering pattern as specified by the engineer-in-charge and as per architechtural drawings.[HSR 9.20]

Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth.[HSR 10.28]

Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 240 kg/cum)..[HSR 10.64]

Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 360 kg/cum)..[HSR 10.76] (i) Lvl -6.72 to -2.76m )

Lvl -2.76 to +1.20m

(Level +1.2 )

First Storey (Level +1.2 to +5.92)

+5.92 to Second Storey(+10.34)

+10.34 to Third Storey(+14.76)

+14.76 to Fourth Storey(+19.18)

+19.18 to Fifth Storey(+23.6)

+23.6 to Sixth Storey(+28.02)

+28.02 to Seventh Storey(+32.44)

+32.44 to Eighth Storey(+36.86)

Extra for Bailing pumping out standing water of pond caused by spring, subsoil water,canal or river seepage and broken water mains or drains except rain water collected in the trenches or foundation before laying concrete work.[HSR 10.133]

First class brick work laid in cement sand Mortar 1:6 in first story upto 4 metres above plinth level.(HSR-11.7) (i) First storey (+1.20 to +5.92m)

Second Storey (+5.92 to +10.34m)

Third Storey (+10.34m to +14.76m)

Fourth Storey(+14.76m to +19.18m)

Fifth Storey (from +19.18 to +23.60)

Sixth Storey (from +23.60to +28.02)

Seventh Storey (from +28.02 to +32.84)

Eigth Storey ( from +32.84 to +36.86)

Top khurra .6mx.6m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16.[HSR 13.50]

Bottom khurra on ground 1.2m x .6 m consisting brick on edge laid in cement mortar 1:3 over 75m cement concrete 1:8:16 including 12mm thick cement plaster 1:3.[HSR 13.57]

Providing & Fixing PVC Rainwater pipe 6kg. 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) 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. b)150 mm dia PVC pipe 6 kg. pressure.

Providing & Fixing PVC bend ISI mark (Note: Reputed make PVC pipe such as Supreme, Finolex, Prince will be used as approved by Engineer in Charge. (HSR: 13.90) 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. b)150 mm dia PVC Bend.

Providing and fixing mineral fiber false ceiling tiles at all heights of size 595x595 mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, light reflectance 285%, Thermal Ocnductivity K = 0.052 - 0.057 w/m K, Fire performance as per (BS 476pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @ 120 gsm) comprising of main T runner of 15x32mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80gsm) 50mm long 8mm outer diamteter M-6 dash faterners, 6mm diamter fully threaded hanger road upto 1000mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200 mm entre to centre along main T. THe system should rest on periphery walls/ partitions with the help of GI Paerimeter wall angle of size 25x25x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rewal plug at 450mm centre to centre & 40 mm long dry wall S.S screws, The exposed bottom portion of all T-sections used in false ceiling suppot system shall be pre-painted with polyester baked paint, for all heights.THe work shall be carried out as per specifications, drawaings and as per directions of the Engineer-in-Charge..[HSR 13.92]

Providing and lying average 6mm thick POP coatingg on walls . Ceiling, beams And lintels etc. complete in all respects as approved by the Engineer-In-Charge.[HSR 13.94] Note:- (i) Above rates are base don present day rates (ii) No extra premium is allowed on these new items (i) First Storey (+1.20m to +5.92m)

Second Storey (+5.92m to 10.34m)

Third Storey (+ 10.34m to +14.76m)

Fourth Storey (+ 14.76m to +19.18m)

Fifth Storey (+ 19.18m to 23.60m)

Sixth Storey (+23.60m to 28.02m)

Seventh Storey (+28.02m to 32.44m)

Eigth Storey (+32.44m to 36.86m)

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection> 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner (DSR: 12.55)

Screed of 50mm thick cement concrete 1:8:16 to be laid below the topping. [HSR 14.4]

Level +1.20m

Level +5.92m

Level +10.34m

Level +14.76m

Level +19.18m

Level +23.60m

Level +28.02m

Level +32.44m

Level +36.86m

50mm thick ironite floor consisting of 40mm thick cc 1:2:4 base and top layer 6mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to 2 parts of hard granite chippings 6mm guage by volume finished smooth with hard rubbing.[HSR 14.74] (i) Basement Level (-6.72m)

Lower Ground Level (-2.76m)

Providing and fixing P.V.C strips,40mm wide in floors.[HSR 14.81(b)] 5.5mm thick

Laying and fixing Granite Stone in all shades 15mm to 18mm thick in skirting/dado, risers of steps, pillars and 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 granite including labour for fixing cramps pins and dowels etc. (excluding the cost of granite stone).[HSR 14.95] granite shall be supplied by the Deptt. (i) First Storey ( +1.20 m )

Second Storey(+5.92m)

Third Storey(+10.34m)

Fourth Storey(+14.76)

Fifth Storey(+19.18m)

Sixth Storey(+23.60m)

Seventh Storey(+28.02m)

Eigth Storey(+32.44m)

Laying and fixing Granite Stone in all shades 15mm to 18mm thick 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 granite stone comp. in all respect. (Excluding the cost of Granite stone). [HSR 14.96] granite shall be supplied by the Deptt. (i) First Storey ( +1.20 m )

Second Storey(+5.92m)

Third Storey(+10.34m)

Fourth Storey(+14.76)

Fifth Storey(+19.18m)

Sixth Storey(+23.60m)

Seventh Storey(+28.02m)

Eigth Storey(+32.44m)

12mm thick cement plaster 1:6.[HSR 15.7] (i) First storey (+1.20 to +5.92m)

Second Storey (+5.92 to +10.34m)

Third Storey (+10.34m to +14.76m)

Fourth Storey(+14.76m to +19.18m)

Fifth storey (from +19.18 to +23.60)

Sixth Storey (from +23.60to +28.02)

Seventh storey( from +28.02 to +32.44)

Eigth Storey ( from +32.84 to +36.86)

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall.[HSR 15.12] (i) First storey (+1.20 to +5.92m)

Second Storey (+5.92 to +10.34m)

Third Storey (+10.34m to +14.76m)

Fourth Storey(+14.76m to +19.18m)

Fifth storey (from +19.18 to +23.60)

Sixth Storey (from +23.60to +28.02)

Seventh storey( from +28.02 to +32.44)

Eigth Storey ( from +32.84 to +36.86)

Plaster on under side of ceiling 10 mm thick cement plaster 1:4.[HSR 15.52] (i) B2( -6.72m ) to B1( -2.76m )

B1( -2.76m ) to Ground Floor

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 of wooden surface etc.[HSR 16.1] Through Rate0

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) Through Rate

Providing and applying Painting two coats excluding priming coats with synthetic enamel paint in all shades on new wood work or mettalic 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] Through Rate

Applying priming coat with metal primer on new steel or iron work including preparation of surfaces painting on mettalic surface 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 16.9] Through Rate

Painting two coats excluding priming coat with ready mixed paint for matelic surface in all shades on new steel or iron 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: 16.17) Through Rate

Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces.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] Through Rate (i) First Storey

Second Storey

Third Storey

Fourth Storey

Fifth Storey

Sixth Storey

Seventh Store

Eigth Storey

Distempering with washable oil bound distemper (of approved manufacturer) two coats over one priming coat 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] Through Rate (i) Basement Level (-6.75m)

Lower Basement Level (-2.76m)

First Storey

Second storey + 5.92m lvl

Third storey + 10.34m lvl

Fourth storey + 14.76m lvl

Fifth storey+ 19.18m lvl

Sixth storey + 23.60m lvl

Seventh storey + 28.02m lvl

Eigth storey + 32.44m lvl

Providing two coats of exterior acrylic emulsion paint.] Ist 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) Through Rate

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) Through Rate (i) First Storey

Second Storey

Third Storey

Fourth Storey

Fifth Storey

Sixth Storey

Seventh Store

Eigth Storey

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash ,etc.(non-coniferour timber other teak conforming to I.S. specification no. 1003, kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail, 200mm wide bottom rail and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard 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).- (17.90) (b) 35mm thick - Note- I Under 17.18

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash ,etc.(non-coniferour timber other teak conforming to I.S. specification no. 1003, kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200mm wide bottom rail, and wire gauge of 140G 0r 120 G designation including cost of iron hinges, screws, chock/cleats, stops nail 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: 17.92) (ii) 35mm thick - Note (1) under 17.18

Providing and fixing glazing in aluminium door windows,ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete( cost of aluminium snap beading shall be paid in basic items).[HSR 17.98(b)] with float glass panes of 5 mm thickness.

Providing & fixing of casement fixed windows made from multy chambered UPVC profile of 56 to 68 mm width in natural from stabilized for heat ,light,impact & UV radiation .The UPVC profiles should be reinforced with galvanized steel profiles. All openable sashes shall be having weather seal fitted in continuos lengths made from Bubble EPDM Rubber & side hung/top hung with upto 90 degree opening friction stays of SS 304 with provision of multy point locking system made from Espang rods . All handle shall be made from Die Cast Zinc alloy ( Model : ESPANG) BS -1004 A in white finish with suitable locking arrangement . The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speed uopt 180 Km/hr . the shoot bolts in windows shall be rust proof metalic coated steel. The window frames shall be fixed in masonery wall/RCC with necessary fastners,nuts,bolts washers,caps,silicon sealent etc. complete[HSR 17.103] (i) Frame Work

Openable Shutter

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. (HSR: 18.30) (b) glass panes 4mm thick, exceeding 40 sq.dm areas.

Pressed steel heet frames (chowkats) 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, loknotch, 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 x50mm with 40mm wide double rebate. (HSR: 18.34)

Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.[ NS.1(DSR 5.28)]

Providing and fixing sheet covering over expansion joints with iron screws as per design NS.2(DSR 5.29)] Non-asbestos fiber cement board 6 mm thick as per IS: 14862 [5.29.1.2]

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. [ NS.3(DSR 5.30)]

Providing and fixing in position stainless steel Grade 304 plate-1.0mm thick as per design for expansion joints.[ NS.4(DSR 5.43)] 200mm wide [5.43.1] In Expansion Joint

Providing and laying pre polished granite stone 17mm & above (Colors Like: - S-white, Steel Gray, Tan Brown, Marigold, Crystal blue, Rajasthan Black, Copper Silk) in skirting / Dados, resers of steps, 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 granite including labour for fixing cramps pins and dowels etc. (N.S) (i) First Storey (+1.20m)

Second Storey (+5.92m)

Third Storey (+10.34m)

Fourth Storey (+14.76m)

Fifth Storey (+19.18m)

Sixth Storey (+23.60m)

Seventh Storey (+28.02m)

Eight Storey (+32.44m)

Providing and laying pre polished granite stone 17mm & above (Colors Like: - S-white, Steel Gray, Tan Brown, Marigold, Crystal blue, Rajasthan Black, Copper Silk) 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 granite including labour for fixing cramps pins and dowels etc. (N.S) (i) First Storey (+1.20m)

Second Storey (+5.92m)

Third Storey (+10.34m)

Fourth Storey (+14.76m)

Fifth Storey (+19.18m)

Sixth Storey (+23.60m)

Seventh Storey (+28.02m)

Eight Storey (+32.44m)

Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of MS brackets/lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2coarse sand :4 graded stone aggregate 20mm nominal size) of size300x230x300mm including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.). [ NS.5(DSR 7.41)]

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)[N.S. (DSR 10.28)]

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/ltr and viscosity 70 -160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C.Cold flexibility shall be upto -2°C when tested in accordance with ASTM,D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3mm thick.[N.S (DSR 22.19)]

Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [N.S (DSR 22.21)]

Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:[N.S (DSR 22.4)] Serrated with central bulb (225 mm wide, 8-11 mm thick).[22.4.1]

Earth work non plastic with Tibba Sand under floors taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). Basement Level (-6.72m) [NS].

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately). [ NS.21]

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. Earth obtained on excavation of basement have been calculated taking assumption that theoretical earth will be retrieved. The excavated earth will be issued for use in any of the item for the work after modification (bringing it to required specifications) as per approval of employer. In case it is not possible to use this earth on the work, the agency can take away this earth after approval from employer; This earth will be issued at the price quoted by the agency. However the reserve price is as under:-(i) Excavated earth @ Rs.183.00/- Per Cum with all lead & lift. Note: - All quantities of the above earth have worked out on the basis of theoretical quantities laid on this building. However, agency may visit site before quoting rates and assess the extent of retrieved earth. There shall be no measurement after actual excavation and if earth after excavation 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.

Providing IS marked aluminium Tower Bolts with nuts & screws etc complete (NS) (i) Size 100mm x 10mm

Size 150mm x 10mm

Size 200mm x 10mm

Providing IS marked aluminium sliding doors bolts with nuts & screws etc complete (NS) (i) Size 250mm x16mm

Size 350mm x16mm

Providing IS marked aluminium door handles with nuts & screws etc complete. (NS) (i) Size 100mm x 150mm x 30mm

Size 150mm x 200mm x 30mm

Providing IS marked aluminium butt hinges with nuts & screws etc complete (NS) (i) Size 100mm x 31.75mm x 11mm

Size 125mm x 31.75mm x 11mm

Note:- In Case of any difference in the DNIT & Nomenclature of any of HSR /DSR Items of Civil, PH Work Depicted in this DNIT and that given in HSR/DSR, the unit and nomenclature given in HSR/DSR shall be applicable 2. Only reputed make material will be used (make brand exhibted in HSR/DSR and exhibited in approved standard documents) as approved by Engineer-in-Charge while executing various items/ works at site.

Rapid Constructions