"Construction of Multi level Parking facility at Panvel Station- (G+3 Floor) Building (Size 60 x 30M)".

B-Electrical portion

Item Breakup - A-Schedule A

of 88 mm, weighing not less than 190 gms. 17.75 Providing and fixing PTMT 15 mm Urinal Each 5 107.2 536 spreader size 95x69x100 mm with1/2" BSP 78 thread and shapes, weighing not less than 60 gms. Providing and fixing PTMT urinal cock of 17.76 approved quality and colour. 17.76.1 15 mm nominal bore, 80 mm long, 42 mm Each 5 175.4 877 79 high and 30mm wide with BSP female threads weighing not less than 48 gms 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 80 18.8.1 15 mm nominal dia Pipes Metre 50 497.8 24890 81 18.8.2 20 mm nominal dia Pipes Metre 50 537.6 26880 82 18.8.3 25 mm nominal dia Pipes Metre 75 627.25 47043.75 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 83 18.9.5 40 mm nominal dia Pipes Metre 25 563.05 14076.25 84 18.9.6 50 mm nominal dia Pipes Metre 25 794.25 19856.25 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 85 18.12.6 50 mm dia nominal bore Metre 25 762.15 19053.75 86 18.12.8 80 mm dia nominal bore Metre 25 1041.7 26042.5 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 87 18.17.3 40 mm nominal bore Each 2 826.1 1652.2 CAO-C-PNVL-ENGINEERING/CENTRAL RLY 88 18.17.4 50 mm nominal bore Each 2 1026.65 2053.3 89 18.17.6 80 mm nominal bore Each 2 2604.55 5209.1 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 90 18.18.3 25 mm nominal bore Each 5 464.05 2320.25 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 15000 11 165000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable 91 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 92 18.49.1 15 mm nominal bore Each 10 506.8 5068 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 93 18.53.1 15mm nominal bore Each 10 574.3 5743 18.53A Providing and fixing C.P. Brass extension Each 10 74.8 748 nipple (size 15mmx50mm) of approved 94 make and quality as per direction of Engineer-in-charge. 18.54S PTMT FITTINGS Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.1 15 mm nominal bore, 86 mm long, weighing Each 10 118.5 1185 95 not less than 88 gms 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture 19.1 of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 96 19.1.2 150 mm diameter Metre 50 695.8 34790 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.2 150 x 100 mm size P type 19.4.2.1 With common burnt clay F.P.S. (non Each 5 2734.2 13671 97 modular) bricks of class designation 7.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 98 19.6.4 300 mm dia. R.C.C. pipe Metre 25 994.3 24857.5 21.0 ALUMINIUM WORK 21.1S General CAO-C-PNVL-ENGINEERING/CENTRAL RLY 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM 21.1 rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised transparent Kg 250 495.05 123762.5 or dyed to required shade according to IS: 99 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent Kg 350 598.6 209510 or dyed to required shade according to IS: 100 1868, Minimum anodic coating of grade AC 15) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 45 1176.8 52956 101 (weight not less than 10kg/sqm) 22.0 WATER PROOFING 22.1S General 22.5 Providing and laying water proofing Sqm 25 617.05 15426.25 treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second 102 layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. CAO-C-PNVL-ENGINEERING/CENTRAL RLY Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to 22.7 required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and Sqm 1800 1684.6 3032280 103 minimum thickness at khurra as 65 mm. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.73S PREFAB/PRECAST TECHNOLOGY CAO-C-PNVL-ENGINEERING/CENTRAL RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 26.86 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 104 26.86.3 Frame size 50 x 100 mm Metre 25 947.7 23692.5 105 26.86.5 Frame size 65 x 100 mm Metre 25 1111.3 27782.5 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58- 60 (Suspension Grade), calcium carbonate a n d natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) 26.87 & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 106 26.87.2 35 mm thick Sqm 15 5015.35 75230.25 Total 178734811.60