Rehabilitation of KCB drain from RD 0 to 139000

Amount

Earth Work in excavation by mechanical means (Hydraulicexcavator) / manual means overareas (exceeding30 cm indepth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 m and lift up to 1.5m,asdirectedbyEngineer-in-charge.Allkindofsoil

Dressing and Prepartion of Sub Grade in Horizontal surface by Mechanical or menual meanss etc. (HSR 14.1 ) @ ₹ 5.00 /Sqm

Providing and laying in position ready mixed plain cement concrete 1:3:6 ,of specified grade excluding the cost of centering and shiuutering as per HSR item no 6.1.4

Providing and laying in position ready mixed plain cement concrete 1:1.5:3 ,of specified grade excluding the cost of centering and shiuutering as per HSR item no 6.1.1

Design Mix cement concrete of grade M-15 with minimum cement content 240 Kg per cum in sub structure as per HSR item no. 27.5 @ ₹ 4462/Cum

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved designmix ,including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing

Providing and laying in position machine batched and machinemixed design mix M-25 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

Steel reinforcement for R.C.C. work, where not included in thecomplete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed

Brick Masonry Work in 1:4 with common burnt clay non- modular bricks of class designation 7.5 in foundation and plinth in all respect. As per HSR item no 15.6.1

Brick Masonry Work in 1:4 with common burnt clay non- modular bricks of class designation 7.5 in in superstructure above plinth level up to IV level in all respect.7.22.1

Centering and shuttering including strutting, propping etc and removal of form work for foundation footing bases of coulmn HSR item No 6.30.1

Centering and shuttering including strutting, propping etc. andremoval of form work for Retaining walls, return walls, walls (any thickness)including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 6.30.2

Centering and shuttering including strutting, propping etc. andremoval of form for Suspended floors, roofs, landings, balconies 6.30.3

Centering and shuttering including strutting, propping etc and removal of form work for Lintels , beams plinth beams , girders etc as per HSR item no 6.30.5

Pointing on brick work or brick flooring with cement mortar 1:3 fine sand (11.25.1)

12 mm thick cement plater of mix 1:6 as per HSR item no 11.5.4

12 mm thick cement plaster in 1:3 as per HSR Item No. 11.11.1

Supplying and fixing rolling shutters of approved make, made of required sizeM.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside lockingwith push and pull operation complete, including the cost of providing andfixing necessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top\ cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thicktop cover (13.37.2)

Supply & fixing Windows frames (Chowkhats) including mullions consisting\frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet(Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approvedcolour) with Polyester paint of 12-16 microns thickness undercoat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less cornerassembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design,specification & entire satisfaction of Engineer-in-charge.WindowsOuterframeofsize72mmx55mm and centralmullion72mm x 50mm with Double rebate (13.22.I)

Providingandfixing12mmthick paneling or panelling and glazinginPanelledor paneled andglazedshuttersfordoors, windows andclerestorywindows (area of opening for panel inserts excluding portion inside groovesor rebates to be measured). Panelling for panelled or panelled and glazedshutters 25 mm to 40 mm thick.Fire retardant plywood conforming to IS: 710 (12.11.1)

Providing and fixing wire gauge laminated veneer lumber shutters conformingto IS : 14616, using galvanised wire gauge with average width of aperture 1.4mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors,windows and clerestory windows, including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws, as perdirections of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)35 mm thick shutters (12.20.1)

Preparation of ply wood surface for painting including sand paperingthe surface and applying filling with approved quality filler consisting of whitelead, linseed oil, varnish and chalk mitti including finishing the surface torequired finish complete (11.76)

Appliying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (11.77)

Painting two coats excluding priming coat with synthetic enamel paint in allshades on new wood work or metallic or plastered or concrete surfaces to give an even shade (11.78)

Providing and laying of base course of floors consisting of 100 mm thickcement 1:8:16 and 100 mm sand or stone filling. (10.1)

Providing and laying of conglomerate floor 50 mm thick cement concretetopping 1:2:4 (10.7)

Providing and laying Brick tiles over mumty roofs, grouted with cement mortar 1:3, complete in all respect as per HSR item no 9.14

Distemperingwithoilboundwashable distemper of approved brandandmanufacture to give an even shade :New work (two or more coats) over and including water thin able priming coat with cement primer (11.64.1)

Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group C (23.4.1.3)

Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 2:2:4 , complete in all respect as per HSR item no 9.18

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming , complete in all respect as per HSR item no 9.57.2

Supply of MS plates, angles, channels etc., i/c febrication as per HSR item no BO979 chapter 2 @ 90/- per Kg

Providing, Lowering Laying, Aligning, Fixing in position & Jointing Ductile Iron (DI) ISI Marked K-7 Grade S&S Pipe as per IS:8329-2000(amended up to date),with internal cement mortar lining fo portable waterwith rubber ring joints as per IS 5382-1985 complete includimg all material, labour, Hydrulic testing & Commissioning HSR Item No. 20.63.8 ( supply Pipe at DG SD 4056 + labour 55 = 4111/- per mtr. (HSR item 20.63.8)

Extra for Fixing sluice valve / flap valve socketed or flanged including cartrage from store or nearest railway station to site of works and making flanged joints for cast iron pipes, valve HSR Item No. 20.10.9 + 20.5.10 + 20.4.9 = ( 55927 + 480 + 365 ) = 56772

Credit for Surplus earth, excavated at site = 743436.27 - 519077.56 = 224358.73 Cum

THE JAGRAM BASS COOP L/C SOCIETY LTD.

I.P. Consultant

M/s Shivji Singla and Sons

DHARAMPAL AND COMPANY