Sales : +91-777 804 8217
| Name of Work:DESIGN, CONSTRUCTION, SUPPLY, INSTALLATION AND COMMISSIONING OF 10 MTPD BLOCK ICE PLANT & ICE CRUSHER-CONVEYOR,QUALITY CONTROL LAB , AUCTION HALL AT MUNAMBAM FISHERIES HARBOUR FOR KSIDC MARINE MEGA FOOD PARK -CHERTHALA-ALAPPUZHA DISTRICT,KERALA | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CONSTRUCTION OF AUCTION HALL BUILDING | |||
| 2 | 1.01 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared | 3188 | Sqm | |
| 3 | 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. | 145 | Cum | |
| 4 | 1.03 | supplying and finishing in plinth with M.Sand under floors, including watering, ramming,consolidating and dressing complete. | 94 | Cum | |
| 5 | 1.04 | Filling with approved earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet the requirements of table 300-2 (MoRT). | 1782 | Cum | |
| 6 | 1.05 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 88 | Cum | |
| 7 | 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:4:8 (Nominal Mix) with 40mm maximum size of stone aggregate(item no.4.1.9) | 15 | Cum | |
| 8 | 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:3:6 (Nominal Mix) with 40mm maximum size of stone aggregate. For Flooring | 63 | Cum | |
| 9 | 1.08 | Providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse M-sand), including the cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone\naggregate 20 mm nominal size). | 29.7 | Cum | |
| 10 | 1.09 | Reinforced Cement Concrete Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 500 mm diameter and length below the pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | 1118 | Mtr | |
| 11 | 1.1 | Vertical load testing (initial) of piles in accordance with IS : 2911(Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and up to 50 tonne capacity Pile. | 1 | Each | |
| 12 | 1.11 | 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 design mix, ncluding 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. All works below plinth level NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. | 59 | Cum | |
| 13 | 1.12 | Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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.5.33.2. All works above plinth level upto V level | 37 | Cum | |
| 14 | 1.13 | Add for using extra cement in the items of design mix over and above the specified cement content | 218 | Qtl | |
| 15 | 1.14 | centering and shuttering including strutting, propping etc., and removal of formwork (foundations,footing and bases for columns.) | 186 | Sqm | |
| 16 | 1.15 | Centering and shuttering including strutting, propping etc., and removal of formwork (.lintels, beam,plinth beams.) | 315 | Sqm | |
| 17 | 1.16 | centering and shuttering including strutting, propping etc., and removal of formwork (5.9.6columns,pillars,piers,abutmeents.,)columns Above Plinth beam | 186 | Sqm | |
| 18 | 1.17 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete upto plinth level TMT bars | 27000 | Kgs | |
| 19 | 1.18 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete above plinth level 5.22.6. TMT bars | 5100 | Kgs | |
| 20 | 1.19 | Masonry:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20cm in: CM 1:6 (1 cement : 6 coarse M-Sand) etc complete | 38 | Cum | |
| 21 | 1.2 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm\nhaving water absorption less than 0.5% and conforming to IS: 15622\nof approved make in all colours and shades in outdoor floors such as\nfootpath, court yard, multi modals location etc., laid on 20mm thick\nbase of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes\n& patterns including grouting the joints with white cement\nmixed with matching pigments etc. complete as per direction\nof Engineer-in-Charge. | 624 | Sqm | |
| 22 | 1.21 | Providing and fixing 1st quality ceramic Glazed wall tiles confirming to IS:15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,bottle green,black of any size as approved by Engineer-in-charge, in skirting,risers of steps and dadoos, over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 232 | Sqm | |
| 23 | 1.22 | Kotah stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thick. Semi polished | 15.48 | Sqm | |
| 24 | 1.23 | Finishing: Cement plaster with fine sand of 12mm thick using cement plaster of mix of 1:4 ( interior) | 594 | Sqm | |
| 25 | 1.24 | 18mm cement plaster in two coats, under layer 12mm thick cement plaster in 1:5 and a top layer of 6mm thick cement plaster 1:3 ( 1 cement:3 coarse sand) finish rough with sponge. | 170 | Sqm | |
| 26 | 1.25 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | 594 | Sqm | |
| 27 | 1.26 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work ( Interior walls) | 594 | Sqm | |
| 28 | 1.27 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) two coats Two coats | 170 | Sqm | |
| 29 | 1.28 | Painting with synthetic enamel paint VOC content less than 150 gm/ litre of approved brand and manufacture, including primer and applying additional coats wherever required to achieve even shade and colour.-two coats | 101.475 | Sqm | |
| 30 | 1.29 | Steel Works : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Fixing edge angle for loading platforms ISMC 125 | 640 | Kgs | |
| 31 | 1.3 | Structural steel work riveted, bolted or welded in built up sections,\ntrusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 18300 | Kgs | |
| 32 | 1.31 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 780 | Sqm | |
| 33 | 1.32 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) | 52 | Mtr | |
| 34 | 1.33 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² | 52 | Mtr | |
| 35 | 1.34 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal\nring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes. 110 mm diameter | 60 | Mtr | |
| 36 | 1.35 | Supply and Fixing bird Protection net made from U.V. stabilized knotted polyethylene net. 20 mm X 20 mm . bird netting shall carry a minimum 10-year guarantee against U.V. breakdown for black netting, 3-year guarantee for white and stone netting. and Installation shall be guaranteed for 2 years.\n | 780 | Sqm | |
| 37 | 1.36 | Construction of granular sub-base by providing close graded Material\nconforming to specifications, mixing in a mechanical mix plant at\nOMC, carriage of mixed material by tippers to work site, for all leads\n& lifts, spreading in uniform layers of specified thickness with motor\ngrader on prepared surface and compacting with vibratory power roller\nto achieve the desired density, complete as per specifications and\ndirections of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 404 | Cum | |
| 38 | 1.37 | \"Providing and laying design mix cement concrete of M-30 grade, in Cement concrete prepared with batch mixing machine roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,\nlaying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of\nEngineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. | 303 | Cum | |
| 39 | 1.38 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound. | 2500 | per cm\ndepth per cm\nwidth per\nm length | |
| 40 | 2 | CONSTRUCTION OF QUALITY CONTROL BUILDING | |||
| 41 | 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. | 49 | Cum | |
| 42 | 2.02 | supplying and finishing in plinth with M.Sand under floors, including watering, ramming,consolidating and dressing complete. | 25 | Cum | |
| 43 | 2.03 | Filling with approved earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet the requirements of table 300-2 (MoRT). | 75 | Cum | |
| 44 | 2.04 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 43 | Cum | |
| 45 | 2.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:4:8 (Nominal Mix) with 40mm maximum size of stone aggregate(item no.4.1.8) | 6 | Cum | |
| 46 | 2.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:3:6 (Nominal Mix) with 40mm maximum size of stone aggregate. For Flooring | 17 | Cum | |
| 47 | 2.07 | Providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse M-sand), including the cost of required centering, shuttering complete.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 10.8 | Cum | |
| 48 | 2.08 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse M-sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry stone ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 45 | Sqm | |
| 49 | 2.09 | Reinforced Cement Concrete Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 450 mm diameter and length below the pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | 320 | Mtr | |
| 50 | 2.1 | 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 design mix, ncluding 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. All works below plinth level NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. | 20 | Cum | |
| 51 | 2.11 | Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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.5.33.2. All works above plinth level upto V level | 14 | Cum | |
| 52 | 2.12 | Add for using extra cement in the items of design mix over and above the specified cement content | 62 | Qtl | |
| 53 | 2.13 | centering and shuttering including strutting, propping etc., and removal of formwork (foundations,footing and bases for columns.) | 53 | Sqm | |
| 54 | 2.14 | Centering and shuttering including strutting, propping etc., and removal of formwork (.lintels, beam,plinth beams.) | 210 | Sqm | |
| 55 | 2.15 | centering and shuttering including strutting, propping etc., and removal of formwork (5.9.6columns,pillars,piers,abutmeents.,)columns Above Plinth beam | 53 | Sqm | |
| 56 | 2.16 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete upto plinth level TMT bars | 8300 | Kgs | |
| 57 | 2.17 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete above plinth level 5.22.6. TMT bars | 2100 | Kgs | |
| 58 | 2.18 | Masonry:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20cm in: CM 1:6 (1 cement : 6 coarse M-Sand) etc complete | 70 | Cum | |
| 59 | 2.19 | Providing and fixing 1st quality ceramic Glazed floor tiles of size 300 x300 mm confirming to IS:15622(thickness to be specified by the manufacturer), of approved make, in all colours such as white ,ivory,gre. fume red brown laid over 20 mm thick bed of cement mortar 1:4 , including pointing in white cement mixed with pigment of matching shade complete. | 12.9 | Sqm | |
| 60 | 2.2 | Providing and laying vitrified floor tiles in different sizes, 8mm thick specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete Tile size 600x600 mm. (Basic cost of tile Rs.600 per sqm). | 149 | Sqm | |
| 61 | 2.21 | Providing and laying Vitrified tiles in different sizes (8mm thickness) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Tile size 600x600 mm. (Basic cost of tile Rs.600 per sqm). | 7.5 | Sqm | |
| 62 | 2.22 | Providing and fixing 1st quality ceramic Glazed wall tiles confirming to IS:15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,bottle green,black of any size as approved by Engineer-in-charge, in skirting,risers of steps and dadoos, over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 66 | Sqm | |
| 63 | 2.23 | Finishing: Cement plaster with fine sand of 12mm thick using cement plaster of mix of 1:4 ( interior) | 291 | Sqm | |
| 64 | 2.24 | 18mm cement plaster in two coats, under layer 12mm thick cement plaster in 1:5 and a top layer of 6mm thick cement plaster 1:3 ( 1 cement:3 coarse sand) finish rough with sponge. | 272 | Sqm | |
| 65 | 2.25 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | 291 | Sqm | |
| 66 | 2.26 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work ( Interior walls) | 291 | Sqm | |
| 67 | 2.27 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) two coats Two coats | 272 | Sqm | |
| 68 | 2.28 | Painting with synthetic enamel paint VOC content less than 150 gm/ litre of approved brand and manufacture, including primer and applying additional coats wherever required to achieve even shade and colour.-two coats | 21.6 | Sqm | |
| 69 | 2.29 | Joineries :Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady] the frame. | 27.2 | Mtr | |
| 70 | 2.3 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | 6.3 | Sqm | |
| 71 | 2.31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 100x10 mm For toilet FRP doors | 8 | Each | |
| 72 | 2.32 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 100 mm For toilet FRP doors | 8 | Each | |
| 73 | 2.33 | Providing and fixing 100mm brass locks (best make of approved\nquality) for aluminium doors including necessary cutting and making good etc. complete. | 8 | Each | |
| 74 | 2.34 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | 4 | Each | |
| 75 | 2.35 | Providing and fixing factory made uPVC white colour sliding\nglazed window upto 1.50 m in height dimension comprising of\nuPVC multi-chambered frame with in-built roller track and sash\nextruded profiles duly reinforced with 1.60 ± 0.2 mm thick\ngalvanized mild steel section made from roll forming process of\nrequired length (shape & size according to uPVC profile),\nappropriate dimension of uPVC extruded glazing beads and\nuPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy\n(white powder coated) touch locks with hook, zinc alloy body\nwith single nylon rollers (weight bearing capacity to be 40 kg),\nG.I fasteners 100 x 8 mm size for fixing frame to finished wall\nand necessary stainless steel screws etc. Profile of frame & sash\nshall be mitred cut and fusion welded at all corners, including\ndrilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealant shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5%\ntolerance in dimension i.e. in depth & width of profile shall be\nacceptable. Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both\nhaving wall thickness of 1.9 ± 0.2 mm and single\nglazing bead of appropriate dimension. (Area of\nwindow upto 1.75 sqm) | 8.7 | Sqm | |
| 76 | 2.36 | Providing and fixing factory made uPVC white colour fixed glazed\nwindows/ventilators comprising of uPVC multi-chambered frame\nand mullion (where ever required) extruded profiles duly\nreinforced with 1.60 ± 0.2 mm thick galvanized mild steel section\nmade from roll forming process of required length (shape & size\naccording to uPVC profile), , uPVC extruded glazing beads of\nappropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm\nsize for fixing frame to finished wall, plastic packers, plastic caps\nand necessary stainless steel screws etc. Profile of frame shall\nbe mitred cut and fusion welded at all corners, mullion (if\nrequired) shall be also fusion welded including drilling of holes\nfor fixing hardware's and drainage of water etc. After fixing frame\nthe gap between frame and adjacent finished wall shall be filled\nwith weather proof silicon sealant over backer rod of required\nsize and of approved quality, all complete as per approved\ndrawing & direction of Engineer-in-Charge. (Single / double glass\npanes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus\n5% tolerance in dimension i.e. in depth & width of profile shall\nbe acceptable.Fixed window / ventilator made of (small series) frame\n47 x 50 mm & mullion 47 x 68 mm both having wall\nthickness of 1.9 ± 0.2 mm and single glazing bead of\nappropriate dimension. (Area upto 0.75 sqm.) | 0.8 | Sqm | |
| 77 | 2.37 | Providing and fixing factory made uPVC white colour casement/\nCasement cum fixed glazed door comprising of uPVC multichambered\nframe, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of\nrequired length (shape & size according to uPVC profile), uPVC\nextruded glazing beads of appropriate dimension, EPDM gasket,\nzinc alloy (white powder coated) 3D hinges and one handle on\neach side of panels along with zinc plated mild steel multi point\nlocking having transmission gear, cylinder with keeps and one\nside key, G.I fasteners 100 x 8 mm size for fixing frame to finished\nwall and necessary stainless steel screws, etc. Profile of frame &\nsash shall be mitred cut and fusion welded at all corners, mullion\n(if required) shall be also fusion welded including drilling of holes\nfor fixing hardware's and drainage of water etc. After fixing frame\nthe gap between frame and adjacent finished wall shall be filled\nwith weather proof silicon sealent over backer rod of required\nsize and of approved quality, all complete as per approved\ndrawing & direction of Engineer-in-Charge. (Single / double glass\npanes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with 3D hinges made of (big series)\nframe 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area\nof door upto 2.00 sqm). | 0.8 | Sqm | |
| 78 | 2.38 | same as above but for Casement door with top hung ventilator with 3D and\nS.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm\nand single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | 5 | Sqm | |
| 79 | 2.39 | same as above but for Casement door with top hung ventilator with 3D and\nS.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm\nand single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | 0.6 | Sqm | |
| 80 | 2.4 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 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): With float glass panes of 4.0 mm thickness | 9 | Sqm | |
| 81 | 2.41 | Providing and fixing for doors Plain particle board flat pressed, 3 layer or graded\nwood particle board medium density Grade I, IS : 3087 marked | 6 | Sqm | |
| 82 | 2.42 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architecturaldrawings and direction of Engineer-in-charge complete. | 59 | Meter | |
| 83 | 2.43 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | 287 | Kgs | |
| 84 | 2.44 | Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced withrabbit wire mesh fixed to wooden frame | 156.1 | Sqm | |
| 85 | 2.45 | Structural steel work riveted, bolted or welded in built up sections,\ntrusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 5000 | Kgs | |
| 86 | 2.46 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 210 | Sqm | |
| 87 | 2.47 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) | 20 | Sqm | |
| 88 | 2.48 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² | 40 | Mtr | |
| 89 | 2.49 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal\nring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes. 110 mm diameter | 24 | Mtr | |
| 90 | 3 | CONSTRUCTION OF ICE PLANT BUILDING. | |||
| 91 | 3.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. | 43 | Cum | |
| 92 | 3.02 | supplying and finishing in plinth with M.Sand under floors, including watering, ramming,consolidating and dressing complete. | 29 | Cum | |
| 93 | 3.03 | Filling with approved earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet the requirements of table 300-2 (MoRT). | 85 | Cum | |
| 94 | 3.04 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 38 | Cum | |
| 95 | 3.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:4:8 (Nominal Mix) with 40mm maximum size of stone aggregate(item no.4.1.9) | 5 | Cum | |
| 96 | 3.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:3:6 (Nominal Mix) with 40mm maximum size of stone aggregate. For Flooring | 19 | Cum | |
| 97 | 3.07 | Providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse M-sand), including the cost of required centering, shuttering complete.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 9.8 | Cum | |
| 98 | 3.08 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse M-sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry stone ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 41 | Sqm | |
| 99 | 3.09 | Reinforced Cement Concrete Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of 450 mm diameter and length below the pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | 240 | Mtr | |
| 100 | 3.1 | 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 design mix, ncluding 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. All works below plinth level NOTE- (1) Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. | 18 | Cum | |
| 101 | 3.11 | Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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.5.33.2. All works above plinth level upto V level | 12 | Cum | |
| 102 | 3.12 | Add for using extra cement in the items of design mix over and above the specified cement content | 48 | Qtl | |
| 103 | 3.13 | centering and shuttering including strutting, propping etc., and removal of formwork (foundations,footing and bases for columns.) | 40 | Sqm | |
| 104 | 3.14 | Centering and shuttering including strutting, propping etc., and removal of formwork (.lintels, beam,plinth beams.) | 180 | Sqm | |
| 105 | 3.15 | centering and shuttering including strutting, propping etc., and removal of formwork (5.9.6columns,pillars,piers,abutmeents.,)columns Above Plinth beam | 40 | Sqm | |
| 106 | 3.16 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete upto plinth level TMT bars | 6700 | Kgs | |
| 107 | 3.17 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete above plinth level 5.22.6. TMT bars | 1900 | Kgs | |
| 108 | 3.18 | Masonry:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20cm in: CM 1:6 (1 cement : 6 coarse M-Sand) etc complete | 66 | Cum | |
| 109 | 3.19 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including shuttering with MS channel, finishing with power trowels,complete as per standards | 19 | Cum | |
| 110 | 3.2 | Groove cutting in flooring of size 8mm wide x4mm deep usingb mechanical devices and fill up with poly sulphide sealant in the groove as per manufacurer's standard. | 113.1 | Mtrs | |
| 111 | 3.21 | Providing and fixing 1st quality ceramic Glazed wall tiles confirming to IS:15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,bottle green,black of any size as approved by Engineer-in-charge, in skirting,risers of steps and dadoos, over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 269 | Sqm | |
| 112 | 3.22 | Finishing: Cement plaster with fine sand of 12mm thick using cement plaster of mix of 1:4 ( interior) | 316 | Sqm | |
| 113 | 3.23 | 18mm cement plaster in two coats, under layer 12mm thick cement plaster in 1:5 and a top layer of 6mm thick cement plaster 1:3 ( 1 cement:3 coarse sand) finish rough with sponge. | 295 | Sqm | |
| 114 | 3.24 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | 316 | Sqm | |
| 115 | 3.25 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :\nTwo or more coats on new work ( Interior walls) | 316 | Sqm | |
| 116 | 3.26 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) two coats Two coats | 295 | Sqm | |
| 117 | 3.27 | Painting with synthetic enamel paint VOC content less than 150 gm/ litre of approved brand and manufacture, including primer and applying additional coats wherever required to achieve even shade and colour.-two coats | 21.6 | Sqm | |
| 118 | 3.28 | Joineries :Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady] the frame. | 27.2 | Mtr | |
| 119 | 3.29 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | 6.3 | Sqm | |
| 120 | 3.3 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 100x10 mm For toilet FRP doors | 8 | Each | |
| 121 | 3.31 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete 100 mm For toilet FRP doors | 8 | Each | |
| 122 | 3.32 | Providing and fixing 100mm brass locks (best make of approved\nquality) for aluminium doors including necessary cutting and making good etc. complete. | 8 | Each | |
| 123 | 3.33 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | 4 | Each | |
| 124 | 3.34 | Providing and fixing factory made uPVC white colour sliding\nglazed window upto 1.50 m in height dimension comprising of\nuPVC multi-chambered frame with in-built roller track and sash\nextruded profiles duly reinforced with 1.60 ± 0.2 mm thick\ngalvanized mild steel section made from roll forming process of\nrequired length (shape & size according to uPVC profile),\nappropriate dimension of uPVC extruded glazing beads and\nuPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy\n(white powder coated) touch locks with hook, zinc alloy body\nwith single nylon rollers (weight bearing capacity to be 40 kg),\nG.I fasteners 100 x 8 mm size for fixing frame to finished wall\nand necessary stainless steel screws etc. Profile of frame & sash\nshall be mitred cut and fusion welded at all corners, including\ndrilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealant shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5%\ntolerance in dimension i.e. in depth & width of profile shall be\nacceptable. Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both\nhaving wall thickness of 1.9 ± 0.2 mm and single\nglazing bead of appropriate dimension. (Area of\nwindow upto 1.75 sqm) | 8.7 | Sqm | |
| 125 | 3.35 | Providing and fixing factory made uPVC white colour fixed glazed\nwindows/ventilators comprising of uPVC multi-chambered frame\nand mullion (where ever required) extruded profiles duly\nreinforced with 1.60 ± 0.2 mm thick galvanized mild steel section\nmade from roll forming process of required length (shape & size\naccording to uPVC profile), , uPVC extruded glazing beads of\nappropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm\nsize for fixing frame to finished wall, plastic packers, plastic caps\nand necessary stainless steel screws etc. Profile of frame shall\nbe mitred cut and fusion welded at all corners, mullion (if\nrequired) shall be also fusion welded including drilling of holes\nfor fixing hardware's and drainage of water etc. After fixing frame\nthe gap between frame and adjacent finished wall shall be filled\nwith weather proof silicon sealant over backer rod of required\nsize and of approved quality, all complete as per approved\ndrawing & direction of Engineer-in-Charge. (Single / double glass\npanes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus\n5% tolerance in dimension i.e. in depth & width of profile shall\nbe acceptable.Fixed window / ventilator made of (small series) frame\n47 x 50 mm & mullion 47 x 68 mm both having wall\nthickness of 1.9 ± 0.2 mm and single glazing bead of\nappropriate dimension. (Area upto 0.75 sqm.) | 0.8 | Sqm | |
| 126 | 3.36 | Providing and fixing factory made uPVC white colour casement/\nCasement cum fixed glazed door comprising of uPVC multichambered\nframe, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of\nrequired length (shape & size according to uPVC profile), uPVC\nextruded glazing beads of appropriate dimension, EPDM gasket,\nzinc alloy (white powder coated) 3D hinges and one handle on\neach side of panels along with zinc plated mild steel multi point\nlocking having transmission gear, cylinder with keeps and one\nside key, G.I fasteners 100 x 8 mm size for fixing frame to finished\nwall and necessary stainless steel screws, etc. Profile of frame &\nsash shall be mitred cut and fusion welded at all corners, mullion\n(if required) shall be also fusion welded including drilling of holes\nfor fixing hardware's and drainage of water etc. After fixing frame\nthe gap between frame and adjacent finished wall shall be filled\nwith weather proof silicon sealent over backer rod of required\nsize and of approved quality, all complete as per approved\ndrawing & direction of Engineer-in-Charge. (Single / double glass\npanes and silicon sealent shall be paid separately).Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Casement door with 3D hinges made of (big series)\nframe 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area\nof door upto 2.00 sqm). | 0.8 | Sqm | |
| 127 | 3.37 | same as above but for Casement door with top hung ventilator with 3D and\nS.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm\nand single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | 5 | Sqm | |
| 128 | 3.38 | same as above but for Casement door with top hung ventilator with 3D and\nS.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm\nand single glazing bead / double glazing bead of appropriate dimension.(Area of door upto 2.50 sqm) | 0.6 | Sqm | |
| 129 | 3.39 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 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): With float glass panes of 4.0 mm thickness | 9 | Sqm | |
| 130 | 3.4 | Providing and fixing for doors Plain particle board flat pressed, 3 layer or graded\nwood particle board medium density Grade I, IS : 3087 marked | 6 | Sqm | |
| 131 | 3.41 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architecturaldrawings and direction of Engineer-in-charge complete. | 59 | Meter | |
| 132 | 3.42 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | 287 | Kgs | |
| 133 | 3.43 | Structural steel work riveted, bolted or welded in built up sections,\ntrusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 5420 | Kgs | |
| 134 | 3.44 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 230 | Sqm | |
| 135 | 3.45 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) | 20 | Mtr | |
| 136 | 3.46 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² | 40 | Mtr | |
| 137 | 3.47 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal\nring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes. 110 mm diameter | 24 | Mtr | |
| 138 | 4 | CONSTRUCTION OF STORM WATER RCC DRAIN. | |||
| 139 | 4.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and rammingof bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. In all kinds of soil | 110 | Cum | |
| 140 | 4.02 | Filling available excavatged earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.50 m. | 59 | Cum | |
| 141 | 4.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 10 | Cum | |
| 142 | 4.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 41 | Cum | |
| 143 | 4.05 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation and Raft | 30 | Sqm | |
| 144 | 4.06 | For Wall | 228 | Sqm | |
| 145 | 4.07 | For Cover slab | 80 | Sqm | |
| 146 | 4.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 1726 | Kgs | |
| 147 | 4.09 | CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix : | 186 | Sqm | |
| 148 | 4.1 | Precast cover slab | 5 | cum | |
| 149 | 4.11 | Dispoal of unwanted material upto 10 Km Lead by truch excluding loading/unloading and stacking for items which is included in the excavation items | 460 | Cum | |
| 150 | 5 | CONSTRUCTION OF RCC water storage Ground level sump . | |||
| 151 | 5.01 | Earth work :Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. - In area of thorny jungle | 360.095 | sqm | |
| 152 | 5.02 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 1 | each | |
| 153 | 5.03 | Beyond 60 cm girth upto and including 120 cm girth | 1 | each | |
| 154 | 5.04 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All Kinds of Soil | 226.32 | Cum | |
| 155 | 5.05 | Same as above but beyond 1.5m Depth | 60.72 | cum | |
| 156 | 5.06 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Tank Pit | 139.52 | Sqm | |
| 157 | 5.07 | Extra rates for quantities of works, executed in or under water and/or liquid mud, including pumping out water as required | 226.32 | Cum | |
| 158 | 5.08 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. | 132.48 | Cum | |
| 159 | 5.09 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 173.876 | Cum | |
| 160 | 5.1 | Concrete :Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement Concrete grade 1:4:8 (Nominal Mix) with 40mm maximum size of stone aggregate. | 10.256 | Cum | |
| 161 | 5.11 | RCC: Providing and laying in position machine batched and machine mixed design mix M 30 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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.. All works below plinth level | 85.1658 | Cum | |
| 162 | 5.12 | Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) | 85.17 | Cum | |
| 163 | 5.13 | Providing and laying 50 mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse M-sand : 4 graded stone aggregate20 mm nominal size). For screed concrete | 80 | sqm | |
| 164 | 5.14 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 12.22 | sqm | |
| 165 | 5.15 | centering and shuttering including strutting, propping etc., and removal of formwork .walls | 307.106 | sqm | |
| 166 | 5.16 | Centering and shuttering including strutting, propping etc., and removal of formwork. Suspended floors, roofs, landings, balconies and access platform | 57.04 | sqm | |
| 167 | 5.17 | Centering and shuttering including strutting, propping etc., and removal of formwork Lintels, beams, plinth beams, girders, bressumers and cantilevers | 3.36 | sqm | |
| 168 | 5.18 | Centering and shuttering including strutting, propping etc., and removal of formwork Columns, Pillars, Piers, Abutments, Posts and Struts | 5.87 | sqm | |
| 169 | 5.19 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | 57.04 | Sqm | |
| 170 | 5.2 | steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete upto plinth level TMT bars | 11071.6 | kg | |
| 171 | 5.21 | damp proof course\nProviding and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate\n12.5 mm nominal size). | 203.68 | sqm | |
| 172 | 5.22 | Finshing: Cement plaster with fine sand of 12mm thick using cement plaster of mix of 1:4. | 285.405 | sqm | |
| 173 | 5.23 | Miscellaneous Works: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 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 650/ 450N/5cm. Tear strength in longitudinal and ransverse direction as 300/250N. 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 :\n 3 mm thick | 206.47 | sqm | |
| 174 | 5.24 | Providing and fixing soil, waste and vent pipes : CI 100 mm dia Sand cast iron S&S pipe as per IS: 1729 | 4 | mtr | |
| 175 | 5.25 | Providing and fixing CI slotted cowl :100 mm dia | 4 | Nos | |
| 176 | 5.26 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof | 16 | Nos | |
| 177 | 5.27 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | 16 | Nos | |
| 178 | 5.28 | Providing and fixing in position precast R.C.C manhole withframe of required shape and approved quality. Rectangular shape 600x450 mm internal dimensions | 4 | Nos | |
| 179 | 5.29 | Providing and fixingpuddle flange using MS/GI pipe of required dia with welded to collar plate and fixed in position at correct level, alignment etc as per drawing and directions. from dia 50 mm to 100 mm | 4 | Nos | |
| 180 | 5.3 | from dia 100 mm to 300 mm | 6 | Nos | |
| 181 | 5.31 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone, aggregate 20 mm nominal size) complete as per design. | 64 | Nos | |
| 182 | 5.32 | 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 : Serrated with central bulb (225 mm wide, 8-11 mm thick) | 126.4 | rmt | |
| 183 | 6 | SANITARY FITTINGS AND INSTALLATION | |||
| 184 | 6.01 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts, fixing CI brackets gasket and WC connector with neoprene rubber, inlet connections, 32mm dia B class GI flushing pipe of required length etc complete. | 4 | each | |
| 185 | 6.02 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | 5 | each | |
| 186 | 6.03 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | 5 | each | |
| 187 | 6.04 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 40 mm dia | 5 | each | |
| 188 | 6.05 | Providing and fixing uplasticised PVC connection pipe with brass unions at both ends 45 cm length- 15 mm nominal bore | 5 | each | |
| 189 | 6.06 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore | 5 | each | |
| 190 | 6.07 | Providing and fixing C.P. brass two in one bib cock for abulution tap 15 mm nominal bore | 5 | each | |
| 191 | 6.08 | Providing and fixing C.P. brass health faucet of standard design with one metre long connecting flexible CP tube 15 mm nominal bore | 5 | each | |
| 192 | 6.09 | Providing and fixing bevelled edge mirror of superior glass of 5.5mm thick of BELGIUM GLASS or any other equi-valent, 3mm thick felt backing or asbestos sheet backing or with wooden beads alround of specified size and fixed to wooden plugs with C.P. brass screws and cup washers etc.all complete as directed by Engineer-in-charge. size: 600 x 600 mm | 5 | each | |
| 193 | 6.1 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | 4 | each | |
| 194 | 6.11 | Providing and fixing toilet paper holder : C.P. brass | 4 | each | |
| 195 | 6.12 | Providing and fixing in position C.P. robe hook of Model and make as specifed and directed. | 4 | each | |
| 196 | 6.13 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | 4 | each | |
| 197 | 6.14 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outletgrating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | 4 | each | |
| 198 | 6.15 | Providing, laying and jointing SWR uPVC pipes of Type B as per IS 13592 of approved make for soil,waste and vent pipes with solvent joints including necessary fittings like bends, tees, Y, connection to sanitary fittings etc,including cutting and making good masonry or concretefloor, walls and testing of pipelines as per standard specifications, encasing the pipelines in 1:3:6 PCC, 150mm thick alround etc. all complete. (INSIDE TOILET) 110mm dia. | 26 | metre | |
| 199 | 6.16 | Same as above but for 75mm dia | 16 | metre | |
| 200 | 6.17 | Providing and fixing uPVC floor trap with 75mm dia outlet of approved make including stainless steel grating on top of the trap of approved make etc. complete all as specified and directed | 4 | each | |
| 201 | 6.18 | Providing and fixing uPVC multi floor trap 110mmdia, 75mm dia outlet of approved make including connection of waste pipe line from wash basin with tail piece or boss tee, stainless steel grating on top of the trap of approved make etc. complete all as specified and directed | 4 | each | |
| 202 | 6.19 | Providing and fixing of Chilly make cockroach trap of model no as specified in list of makes etc all complete as per standards specifications. | 3 | each | |
| 203 | 6.2 | Providing and fixing cast brass clean out plug with suitable insert keys for opening male threaded plug jointed to GI socket caulked to soil and waste pipes as required etc.complete 63 mm dia | 4 | each | |
| 204 | 6.21 | Fabrication, supplying and fixing in position GI brackets with 2 nos of 25 x 6mm thick MS flats of required length with legs of 60mm x 6mm MS flat of required length including welding and fixing in position with anchor bolts / in CC block of 200mm x 200mm x 200mm in CC 1:2:4 as approved by Consultant etc all complete | 15 | Kg | |
| 205 | 6.22 | providing and fixing PVC vent cowl 110 mm dia with SS mosquito mesh | 4 | each | |
| 206 | 6.23 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer\nin Charge. 32mm nominal bore | 60 | metre | |
| 207 | 6.24 | Same as above 25mm nominal bore | 35 | metre | |
| 208 | 6.25 | Providing and fixing cPVC pipes of SDR 11 of approved make as per list of makes withnecessary fittings such as bends,elbows, tees,sockets, unions, plugs etc.with brass screwed fittings for fixing CP fittings, fixing with suitable M.S bracket/ clamps/hangersincluding testing thepipelines as perspecifications, cutting and makinggood the walls,etc all complete excluding the cost of MS brackets which shall be paid extra . Concealed work, including cutting chases and making good the walls etc.(INSIDE THE TOILETS FOR POTABLE WATER PIPELINE) 20mm nominal bore | 22 | metre | |
| 209 | 6.26 | Same as above 25mm nominal bore | 15 | metre | |
| 210 | 6.27 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25mm nominal bore | 5 | each | |
| 211 | 6.28 | 32mm nominal bore | 5 | each | |
| 212 | 6.29 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore | 4 | each | |
| 213 | 6.3 | Disinfecting of water mains with 50 ppm of chlorine solution and then flushing the entire pipeline with water etc. all complete as per standard specifications and directed by Engineer-in-charge 20mm nominal bore | 25 | metre | |
| 214 | 6.31 | 25mm nominal bore | 12 | metre | |
| 215 | 6.32 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All types of soils: Exceeding 80mm dia but not exceeding 200mm dia | 120 | metre | |
| 216 | 6.33 | Providing and fixing rainwater C.I grating over PVC of dia. As mentioned below 110mm dia (6 kg/sqcm) | 6 | each | |
| 217 | 6.34 | EXTERNALSEWERAGE :-Excavating trenches of required width for pipes including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the soil as required and refilling, consolidating in layers, and transport stacking neatly the surplus excavated soil within a lead of 50M all complete. All types of soils Exceeding 80mm dia but not exceeding 300mm dia | 120 | metre | |
| 218 | 6.35 | Providing and laying plain cement concrete 1:3:6 using 40 mm stone aggregate and coarse sand , for encasing sewer pipes at all depths etc. all complete for 110 mm dia.PVC pipe | 8 | metre | |
| 219 | 6.36 | Providing and fixing PVC pipes, including all fittings. This includes jointing of pipes & fittings with one step PVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 110mm dia. 6kgf/sq.cm | 75 | metre | |
| 220 | 6.37 | Construction brick masonry manhole as per standard design in cement mortar 1:3, foundation concrete 1:2:4 , 150mm thick, inside and outside plastering 12mm thick with cement mortar 1:2 finished with a floating coat of neat cement and making channels in cement concrete M15 neatly finished, top RCC cover including reinforcement for heavy loads, polypropylene steps, earthwork excavation, getting out the excavated soil and returning the suitable soil as required for refilling, consolidating and disposal of surplus excavated soil within a lead of 50m etc. all complete including heavy duty SFRC cover and frame as per IS etc all complete as per specifications and as directed by the engineer incharge. 600x600x600mm inside dimension with150mm thick RCC slab M20 grade with 230 thick side walls | 4 | each | |
| 221 | 6.38 | 800x800x750mm inside dimension with 150mm thick RCC slab M20 grade with 230mm thick side walls | 3 | each | |
| 222 | 6.39 | Extra for depths more than 600mm and up to 750mm for 600x600mm chambers with side walls of 230mm thick | 0.9 | metre | |
| 223 | 6.4 | Extra for depths more than 750mm and up to 1000mm for 800x800mm chambers with 230mm thick side walls | 1.5 | metre | |
| 224 | 6.41 | Providing and fixing grade \"A\" P or S type 150mm square mouth stoneware gully trap with 100mm dia. Outlet of Mysore/TSL make with castiron grating housed in 230mm thick block masonry chamber and water tight cast iron cover with frame of 300x300mm size (inside) as per standard design and drawing including necessary excavation and backfilling all complete. | 6 | each | |
| 225 | 7 | FIRE PROTECTION SYSTEM | |||
| 226 | 7.01 | EXTERNAL HYDRANT SYSTEM: Supplying, installing, testing and commissioning of M.S Pipes Heavy grade, Class-C, ERW confirming to IS 1239 Pt - I (above ground pipe) with suitable type of supports (Shall be fabricated by M.S. Channel / Angle / Flat for above 50 mm dia), anchor fasteners, bolts, nuts, clamps, \"U\" bolt, malleable specials such as Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, . The quoted rate shall also include for chasing / chipping walls, making bore holes in walls and making them good with filler material. The above ground pipe shall be painted with one coat of zinc chromate / red oxide primer and two coats of synthetic enamel paint of fire red colour as per IS 5 shade 536. The pipe fittings shall be butt weld type for 50NB and above and socket weld /screwed type for 40NB and below pipes. 80mm nominal dia | 6 | metre | |
| 227 | 7.02 | Supply, Installing, testing and commissioning of Heavy class M.S pipe, Class-C ERW (as per IS-1239 Part-1) laid in under ground (1 Mtrs below ground level). The quoted rate shall includes necessary specials like long radius bends, tees, including cutting, welding / flanged joints with necessary washers, nuts, bolts, etc. also include for providing concrete anchor blocks at all change in direction of pipeline if necessary and also near each joints. The quoted rate shall includes Wrapping & Coating of Under ground M.S. Heavy Grade Pipe -This corrosion protection tape shall comprise coal tar component supported on fabric of organic (or) inorganic fibre and minimum 4mm thick and shall conform to requirement of IS:10221 code of practice for coating and wrapping of under ground pipes line. The wrapping & coating tape to be cut to 200mm wide and wounding on pipe. Minimum 2.8m tape of 200mm wide per 150mm pipe shall be considered. for 150mm nominal dia pipe | 96 | metre | |
| 228 | 7.03 | Same as above but for 80mm nominal dia | 6 | metre | |
| 229 | 7.04 | Supplying, Installing, testing and commissioning of C.I. butterfly valves conforming to BS 5155 (PN 1.6) slim seal standard lever operated type with required flanges, nuts, bolts etc. complete. 150mm nominal dia | 2 | each | |
| 230 | 7.05 | Supplying, erecting, testing and commissioning of external Yard Hydrant and monitor system : Single headed oblique type ground faced hydrant valve conforming to IS 5290, made of gunmetal with 63 mm dia instantaneous outlet of 80 mm dia fanged inelt ,Blank caps , chain and CI hand wheels etc complete. | 3 | each | |
| 231 | 7.06 | 15 M long, 63mm dia RRL hose conforming to IS 636 Type A with instantaneous couplings and Hoses shall be stored inside the hose cabinet. | 6 | each | |
| 232 | 7.07 | Gun metal short branch pipe with nozzle conforming to IS 903. | 3 | each | |
| 233 | 7.08 | M.S. Hose cabinet, stand mounted type fabricated out of M.S. sheet of 16 swg. with glass fronted (4mm thick glass with rubber beeding) door and size of the cabinet shall be 600mm x 750 mm x 250 mm. Quoted rate shall be includes suitable stand for mounting, all fasteners etc, and cabinet shall be powder coated of approved colour both inside and outside. | 3 | each | |
| 234 | 7.09 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes\nincluding collars/spigot jointed with stiff mixture of cement mortar in the\nproportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450mm nominal dia | 12 | metre | |
| 235 | 7.1 | MANUAL FIRE ALARM SYSTEM : Supplying, installing, testing and commissioning of conventional electronic Hooter with base | 1 | each | |
| 236 | 7.11 | Supplying, installing, testing and commissioning of Manual call point (break glass type) with back box | 1 | each | |
| 237 | 7.12 | Supplying, installing, testing and commissioning of 2 core x 1.5 mm², armoured, FRLS outer Sheathed PVC insulated copper conductor Cable to connect all fire alarm devices into FACP. | 220 | metre | |
| 238 | 7.13 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. | 75 | metre | |
| 239 | 7.14 | P.A. SYSTEM : Supplying, installing, testing and commissioning of 12 W wall mounted type speakers in typical apartment floors. | 1 | each | |
| 240 | 7.15 | Supplying, installing, testing and commissioning of 2 core x 1.0 sq. mm, annealed tin copper conductor, armoured FRLS outer sheathed PVC insulated Cable confirming to IS 1554 Part-1. | 120 | metre | |
| 241 | 7.16 | FIRE EXTINGUISHERS : Supplying, installing and commissioning Portable Fire extinguishers of following type & capacity. ABC powder type fire extinguisher of 6 Kgs. Capacity,Mono Ammonium Phospate Powder 90%, Stored pressure type, Pressure Gauge, Controllable discharge mechanism with Hose & Nozzle etc. Complete. Confirming to IS:15683 | 6 | each | |
| 242 | 7.17 | SIGNAGES :Providing and installing in position the following tupe of sign boards made out of 3mm thick \"Opaque\" PVC foam board with computer cut. PVC non-reflective self adhesive vinyle painted foam board, complete with mirror fasteners. Providing and fixing in position the signage of \" Fire Extinguisher \" to be pasted immediately above the every extinguisher. Size 6\" x 8\" | 6 | each | |
| 243 | 7.18 | Providing and fixing in position the sign board In case of Fire Break the Glass- with Manual call Point symbol. Size 6\" x 8\" | 1 | each | |
| 244 | 7.19 | Providing and fixing in position the sign boad of \" EXIT \" with arrow to be placed at parking levels by hanging on ceiling to direct cars / occupants to outside the building in an emergency. The exit sign board will be auto glow (photoluminiscent) type which will glow at dark. The size of signage shall be minimum 8\"x 16\" | 2 | each | |
| 245 | 7.2 | CIVIL WORKS : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then\nreturning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 100 | metre | |
| 246 | 7.21 | Constructing masonry Chamber 120x120x100 cm inside, in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With solid block masonry of size 30x20x20 cm. | 2 | each | |
| 247 | 8 | PUMP ROOM | |||
| 248 | 8.01 | RCC : Providing and laying in position machine batched and machine mixed design mix M 30 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, ncluding 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. All works above plinth level upto V level | 18.72 | Cum | |
| 249 | 8.02 | Centering and shuttering including strutting, propping etc., and removal of formwork Lintels, beams, plinth beams, girders, bressumers and cantilevers | 84.51 | sqm | |
| 250 | 8.03 | centering and shuttering including strutting, propping etc., and removal of formwork. Suspended floors, roofs, landings, balconies and access platform | 47.16 | sqm | |
| 251 | 8.04 | centering and shuttering including strutting, propping etc., and removal of formwork. Steel reinforcement for RCC work including straightening,cutting,bending, placing in position and binding all complete above plinth level . TMT bars | 2083.26 | kg | |
| 252 | 8.05 | Masonry work : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to\nfloor two level with thickness 20cm in: CM 1:6 (1 cement : 6 coarse sand) etc complete | 29.8 | Cum | |
| 253 | 8.06 | Joineries :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 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) for frames | 43.74 | kg | |
| 254 | 8.07 | Powder coated aluminium (minimum thickness of powder coating 50 micron)For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber /neoprene gasket required (Fittings shall be paid for separately). | 43.74 | kg | |
| 255 | 8.08 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 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): With float glass panes of 4.0 mm thickness | 13.32 | sqm | |
| 256 | 8.09 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 120 mm | 64 | each | |
| 257 | 8.1 | Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin-charge complete. 255 X 19 mm | 48 | each | |
| 258 | 8.11 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.Powder coated minimum thickness 50 micron aluminium | 24 | each | |
| 259 | 8.12 | Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width | 48 | metre | |
| 260 | 8.13 | Supplying and fixing of rolling shutter of approved make of required size M.S laths ,interlocked together through their entire length and jointed together at the ends by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454-partI and M.S. top cover of required thickness for rolling shutters.80 x 1.25 mm MS laths with 1.25mm thick top cover | 10.38 | sqm | |
| 261 | 8.14 | Providing and fixing ball bearing for rolling shutters | 10.38 | sqm | |
| 262 | 8.15 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bars instead of laths as per design approved by Engineer -in -charge | 10.38 | sqm | |
| 263 | 8.16 | Finishing : Cement plaster with fine M-Sand of 12mm thick using cement plaster of mix of 1:6 for interior walls | 110 | sqm | |
| 264 | 8.17 | Cement plaster with fine sand of 6mm thick using cement plaster of mix of 1:3(ceiling) | 48 | sqm | |
| 265 | 8.18 | Cement plaster with fine sand of 12mm thick using cement plaster of mix of 1:4 for exterior walls | 155.49 | sqm | |
| 266 | 8.19 | 12 mm cement plaster finished with a floating coat of neat cement of mix : in CM1:4 | 54.3674 | sqm | |
| 267 | 8.2 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :\n Water thinnable cement primer | 158.01 | sqm | |
| 268 | 8.21 | Finishing walls with water proofing cement paint of required shade :\nNew work (Two or more coats applied @ 3.84 kg/10 sqm) | 158.01 | sqm | |
| 269 | 8.22 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) for exterior walls. | 158.01 | sqm | |
| 270 | 8.23 | Applying Priming coats with Primer of approved brand and manufacture, having low VOC content (volatile organic compound),with ready mixed red oxide zinc chromatic on steel works having low VOC content less than 250 gm/litre. | 24.912 | sqm | |
| 271 | 8.24 | Painting with synthetic enamel paint VOC (volatile organic compound) content less than 150 gm/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. | 24.912 | sqm | |
| 272 | 8.25 | Providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggragate 10mm and down gauge0, including finishing with cement mortar 1:3 as per standard design. | 33.3 | metre | |
| 273 | 8.26 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | 3 | each | |
| 274 | 9 | PUMPS AND ACCESSORIES: | |||
| 275 | 9.01 | DOMESTIC WATER PUMPS: Supply, installing, testing and commissioing of 3 Nos. Centrifugal pump (2 W + 1S ) for pumping domestic water from collection sump to the OH tank . The pump shall be coupled to adequate H.P. electrical motor, mounted on a common base frame. The pump shall be suitable for the following requirements:Flow rate of each pump - 60.00 Cu.m / hr Head - 35 Mtr. Supply: | 1 | Set | |
| 276 | 9.02 | Fixing: | 1 | Set | |
| 277 | 9.03 | Suitable indoor wall mounting type control panel with auto / manual change - over switch including dry run protection arrangement, wiring upto panel, earthing etc. complete. Supply: | 1 | Set | |
| 278 | 9.04 | Fixing: | 1 | Set | |
| 279 | 9.05 | Industrial type electronic liquid level controllers with stainless steel probes / sensors or float switch for automatic operation. Supply: | 1 | Set | |
| 280 | 9.06 | Fixing: | 1 | Set | |
| 281 | 9.07 | 1 no. pressure gauge 4\" dial with valve tee and fittings. Supply: | 1 | Set | |
| 282 | 9.08 | Fixing: | 1 | Set | |
| 283 | 9.09 | 3 nos. cast iron lever operated slim seal type butterfly valves of CI body and spheroidal graphite iron disc (SG iron),with nitrile rubber seal, tested to 10 kg / sq.cm Confrming to BS 5155 / MF6 standards and including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side Supply: | 1 | Set | |
| 284 | 9.1 | Fixing: | 1 | Set | |
| 285 | 9.11 | 3 nos. slimseal flap type check valve with CI body and cast steel disc pressure rating PN-10 Kg / sq.cm including a set of GI flanges as per BS-10 table 1 including bolt nuts, GI washers, and neoprene rubber gaskets Complete etc., (inter valve / audco make) on the delivery side. Supply: | 1 | Set | |
| 286 | 9.12 | Fixing: | 1 | Set | |
| 287 | 9.13 | Alarm indication with signal in the event of pump failure etc. Supply: | 1 | Set | |
| 288 | 9.14 | Fixing: | 1 | Set | |
| 289 | 9.15 | GI manifold of suitable dia on delivery side finished neatly with hot dip galvanizing to 100 microns with flanged end on either sides and collar provision for connectivity of above mentioned valves. Supply: | 1 | Set | |
| 290 | 9.16 | Fixing: | 1 | Set | |
| 291 | 10 | ELECTRICAL WORKS | |||
| 292 | 10.01 | WIRING: Wiring for light point/ fan point/ exhaust fan point/ call bell point\nwith 1.5 sq.mm FRLS PVC insulated copper conductor single\ncore cable in surface / recessed medium class PVC conduit,\nwith modular switch, modular plate, suitable GI box and earthing\nthe point with 1.5 sq.mm FRLS PVC insulated copper conductor\nsingle core cable etc. as required. | 153 | Point | |
| 293 | 10.02 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable\netc. as required. | 5 | Point | |
| 294 | 10.03 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | 49 | Point | |
| 295 | 10.04 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). | 14 | Point | |
| 296 | 10.05 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required | 24 | Point | |
| 297 | 10.06 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | 840 | Meter | |
| 298 | 10.07 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire | 1750 | Meter | |
| 299 | 10.08 | Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps \"C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. | 9 | Each | |
| 300 | 10.09 | LOW CURENT SYSTEM: Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 pair | 440 | Meter | |
| 301 | 10.1 | 4 pair | 80 | Meter | |
| 302 | 10.11 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet | 11 | EACH | |
| 303 | 10.12 | RJ45 WITH COVER | 11 | EACH | |
| 304 | 10.13 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75mm) | 11 | EACH | |
| 305 | 10.14 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1 or 2 Module | 11 | EACH | |
| 306 | 10.15 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. | 5 | EACH | |
| 307 | 10.16 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed\nconduit as required. 25 mm | 500 | Meter | |
| 308 | 10.17 | Supplying and fixing Krone connectors of the following sizes in recessed GI/ Cadmium plated MS box fixed in the wall including making connections etc as required. 20 pair | 1 | Each | |
| 309 | 10.18 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required. | 385 | Meter | |
| 310 | 10.19 | Supply, installation, testing and commissioning of following port data switches with rack, the rate shall be inclusive of all required civil works, Make: Netgear/Digilink 24 PORT | 1 | Set | |
| 311 | 10.2 | ERECTION OF FITTINGS AND FANS: Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | 44 | Each | |
| 312 | 10.21 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc., including supplying and fixing ball and socket arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. | 73 | Each | |
| 313 | 10.22 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. | 49 | Each | |
| 314 | 10.23 | Supplying and fixing extra down rod of 10 cm length G.I. pipe ,15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) | 49 | Each | |
| 315 | 10.24 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep | 8 | Each | |
| 316 | 10.25 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. | 8 | Each | |
| 317 | 10.26 | DISTRIBUTION BOARDS: Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole | 126 | Each | |
| 318 | 10.27 | Triple pole | 21 | Each | |
| 319 | 10.28 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps | 7 | Each | |
| 320 | 10.29 | Supply and fixing of following way prewired TP&NMCB distribution board of sheet steel for 415 volts on surface/recess complete with loose wire box,terminal connectors for all incoming and outgoing circuits,duly prewired with suitable size FRLS PVC insulated copper conductor upto terminal blocks,tinned copper bus ba,neutral link,earth bar,din bar,detachable gland plate,interconncetions,powder painted including earthing etc.as required (But without MCB/RCCB/isolator) 6 way (4 + 18), Double door | 7 | Each | |
| 321 | 10.3 | MAIN BOARDS: Supply, erection, testing and commissioning of floor /wall mounting type distribution board. The DB shall comprise of Al bars as applicable, bus bars of adequate size, brass neutral link, earthing with suitable number of taps. The incoming/outgoing cable entry shall be designed according to ACB/MCCB/SFU's rating. The cable entry/gland plate shall be at bottom/top. The gland plate shall be removable and 3mm thick. The enclosure shall be of 2mm thick CRCA sheet steel. The colour shade shall be RAL7032. The lighting distribution boards shall have two door type. The mounting channels of adequate size to be provided. The complete board shall be manufactured as per the standard practice and shall meet the requirements of other relevant authorities. This including all components, hardware's, all connected civil works etc.The contractor to submit vendor's general arrangement & scheme drawings along with CPRI certificate and approval & manufacturing clearance to be obtained for engineer in-charge MV PANEL: Supply and MS fabrication of MDB-DC Panel\nSheet: 14/16 SWG CR sheet\nPaint : Siemen’s grey with powder coating\nRYB Phase Indication Lamps Ideal Make - 6NOS\nDigital Multi Function Meter -2 NOS\nCurrent Transformer 200/5A 15VA class 1 - 2 NOS\nBusbar Support : SMC\nBusbar size :200A,TPN,3phase,4 WIRE AL . BUS\nIncomer\n200A 4P MCCB - 2nos \nPLC Auto change over scheme shall be provided to achieve the interlock, suitable contactors and required accessories shall be considered\nOutgoing\n160A 4P MCCB - 2nos\n125A 4P MCCB - 2nos\n40A 4P MCCB - 9nos | 1 | Each | |
| 322 | 10.31 | MDB-IP: Supply and MS fabrication of MDB-DC Panel\nSheet: 14/16 SWG CR sheet\nPaint : Siemen’s grey with powder coating\nRYB Phase Indication Lamps Ideal Make - 3NOS\nDigital Multi Function Meter -1 NOS\nCurrent Transformer 100/5A 15VA class 1 - 1 NOS\nBusbar Support : SMC\nBusbar size :125A,TPN,3phase,4 WIRE AL . BUS\nIncomer\n125A 4P MCCB - 1nos \nOutgoing\n100A 4P MCCB - 2nos\n40A 4P MCB - 4nos | 1 | Each | |
| 323 | 10.32 | DOL starter panel: S.I.T&C of DOL starter with suitable enclosure, this shall have all the required acc. Like contactors, indication lamps, terminals, required high & low level switches with probs, all civil works, mounting steel members etc., | 2 | Each | |
| 324 | 10.33 | APFC PANEL, 30kVAR(2#10KVAR,1#5KVAR): Supply and MS fabrication of 30kVAR APFC Panel\nIncomer :\n160A 4P MCCB with releases, indication lamps, ASS, AM, VSS, VM, required CT, PT etc -1nos including harmonic filter \nBus bar:160A,TPN,3phase,4 WIRE CU . BUS\nOutgoing : \n32A SFU required accessories -5nos ( 2#10KVAR,2#5KVAR)\n | 1 | Each | |
| 325 | 10.34 | CABLING: Supplying of PVC insulated, heavy duty, aluminium conductor. 1.1KV grade armoured. MV cable of the following sizes as required, generally conforming to IS:1554/Part-I/1970 3.5Cx120Sqmm Ar, Al. | 80 | Meter | |
| 326 | 10.35 | 3.5Cx70Sqmm Ar, Al. | 80 | Meter | |
| 327 | 10.36 | 4Cx10Sqmm Ar, Al. | 300 | Meter | |
| 328 | 10.37 | 4Cx6Sqmm Ar, Al. | 250 | Meter | |
| 329 | 10.38 | Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation,sand cushioning, protective covering and refiling the trench etc as required. Upto 35 sq. mm | 350 | Meter | |
| 330 | 10.39 | Above 35 sq. mm and upto 95 sq. mm | 40 | Meter | |
| 331 | 10.4 | Above 95 sq. mm and upto 185 sq. mm | 50 | Meter | |
| 332 | 10.41 | Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on cable tray as required. Upto 35 sq. mm (clamped with 1mm thick saddle) | 200 | Meter | |
| 333 | 10.42 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) | 40 | Meter | |
| 334 | 10.43 | Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) | 30 | Meter | |
| 335 | 10.44 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3.5Cx120Sqmm Ar, Al. | 4 | Nos | |
| 336 | 10.45 | 3.5Cx70Sqmm Ar, Al. | 8 | Nos | |
| 337 | 10.46 | 4Cx10Sqmm Ar, Al. | 16 | Nos | |
| 338 | 10.47 | 4Cx6Sqmm Ar, Al. | 20 | Nos | |
| 339 | 10.48 | CABLE TRAY: Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required. 150 mm width X 50 mm depth X 1.6 mm thickness | 100 | Meter | |
| 340 | 10.49 | 300 mm width X 50 mm depth X 1.6 mm thickness | 30 | Meter | |
| 341 | 10.5 | 450 mm width X 50 mm depth X 2.0 mm thickness | 10 | Meter | |
| 342 | 10.51 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. | 4 | Set | |
| 343 | 10.52 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. | 2 | Set | |
| 344 | 10.53 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. | 60 | Meter | |
| 345 | 10.54 | Providing and fixing 50 mm x 6 mm GI strip on surface or in recess for connections etc. as required. | 100 | Meter | |
| 346 | 10.55 | Providing and fixing 25 mm x 3 mm GI strip on surface or in recess for connections etc. as required. | 120 | Meter | |
| 347 | 10.56 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. | 10 | Nos | |
| 348 | 10.57 | LIGHTNING PROTECTION: Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. | 6 | Each | |
| 349 | 10.58 | Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc. as required. | 60 | Each | |
| 350 | 10.59 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required.(For horizontal run) | 300 | meter | |
| 351 | 10.6 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For vertical run) | 90 | meter | |
| 352 | 10.61 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. | 12 | Each | |
| 353 | 10.62 | Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. | 15 | meter | |
| 354 | 10.63 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. | 9 | Set | |
| 355 | 10.64 | SAFTY ITEMS: Supplying of non skid rubber mat 12mm thick and 900 mm width. | 8 | Each | |
| 356 | 10.65 | Supplying of fire bucket painted red & approved quality (set of 4 buckets). | 1 | Set | |
| 357 | 10.66 | Supplying and fixing danger plate 440 volts written in two languages. | 4 | Each | |
| 358 | 10.67 | supply and fixing carbondi oxide fire extinguisher type 4.5 kg capacity. | 1 | Each | |
| 359 | 10.68 | Supplying of first aid box. | 1 | Each | |
| 360 | 10.69 | supplying and fxing of shock treatment chart. | 2 | Each | |
| 361 | 10.7 | Hand gloves suitable for 415 V | 2 | Each | |
| 362 | 10.71 | SUPPLY OF FITTING & FANS: 1X10W LED DOWN LIGHT FIXTURE | 8 | Each | |
| 363 | 10.72 | Supply and erection of 18W Surface Mounted Master Tube LED light fixture With Required all other accessories Make ; Philiphs, Model Number : TMC501 1x18W | 6 | Each | |
| 364 | 10.73 | Supply and erection of 2x18W Surface Mounted Master Tube LED light fixture With Required all other accessories Make ; Philiphs, Model Number : TMC501 2x18W | 73 | Each | |
| 365 | 10.74 | Supplying of aesthetic wall Bulk head luminaire suitable for 1x11W led | 7 | Each | |
| 366 | 10.75 | 1X23W Gate light fixture with pole | 4 | Each | |
| 367 | 10.76 | 1X250W Flood light fixture | 12 | Each | |
| 368 | 10.77 | 1 x 9 LED Washbasin fittings Make: Philips/Bajaj | 7 | Each | |
| 369 | 10.78 | 1200mm sweep double ball bearing ceiling fan Make:Almonard/Usha | 49 | Each | |
| 370 | 10.79 | Light Duty Exhaust fan in metal frame working on 230 V A/C 300 / 305 mm sweep | 8 | Each | |
| 371 | 10.8 | Supply, erection and testing and commissioning of Single arm Standard 6M high MS pole with 1m over hung, 400x400x12mm thick base plate, weater proof Junction Box suitable for 2nos 4Cx6sqmm, 1 nos of 3Cx2.5 cu cable, terminals, MCB, cable entry pipe, civil foundation etc., | 10 | Each | |
| 372 | 10.81 | Supplying and fixing street light luminaire with die cast aluminium housing and toughened glass cover with min IP66 degree of protection, Individual LED with optical lens for better light distribution throw across and along the road, with luminaire efficacy of greater than 85 Lumen/watt, colour rendering Index (CRI) of = 70 and co-related colour temperature of 5700K (± 300K), The luminaire should have 4 KV surge protection, PF = 0.95, and total harmonic distortion of THD = 10% impact resistant near = IK05 standard, voltage range of 140 - 280 V should be provided, well designed thermal management system with aluminium heat sink. The Driver used be a constant current driver with efficacy of = 85%. The Manufacturers LOGO must be embossed in to the housing of luminaire. (The fitting shall be guaranteed for the 5 years on site) including connection & loop earthing, testing and commissioning etc. as required. 72W LEDStreet Light Fixture | 10 | Each | |
| 373 | 10.82 | DG SET- 82.5 kVA: Supply, erection, testing and commissioning of the following capacity 415V DG's shall have in-built or separate AMF panel, diesel tank, AVP, acoustic enclosures shall cater to the allowable dB level as per statutory norms. The enclosure shall be fully weather proof to meet IP55, the engine shall be four stoke, 1500RPM, designed for operating in high speed diesel, water cooled type. Suitable civil foundation shall be part of the job. The entire job shall fulfill CPCB / any statutory norm.Supply, erection, testing and commissioning of 990Liters capacity diesel tank including level monitor, the tank shall be located closer to the DG, it shall be mounted on structural platform. The tank and the DG shall be properly connected by pipe lines including valves, flame proof motors, the pipe lines shall be supported properly. The drawings showing the entire arrangements shall be submitted and obtain approval from owner/consultant. Design, drawings, supply, erection, testing and commissioning of exhaust chimneys, required stack, Silencers required civil/structural/painting works, obtaining approval & necessary certificate from authority. exhaust chimney shall be taken above the building and upto suitable heights conforming to the statutory regulations by Environment authorities. The chimney shall be self supporting with all necessary civil / structural/paintings works. For exact locations of the DG shall be referred in the respective layouts The contractor to submit vendor's general arrangement & scheme drawings and approval & manufacturing clearance to be obtained for engineer in-chargeLT Metering Board (as per EB required norms) Designing, supplying, installing and Commissioning of 10 MTPD Block Ice Plant with Ice Crusher-Conveyor as per the follwing details and technical specifications: The refrigeration system for Block ice Plant shall be operating with CFC free R404a Freon gas, DX type of suitable capacity with Water Cooled Condensing Units located inside/ outside the rooms and the Evaporator coil located inside the brine tank with interconnecting MS seamless piping & cabling works. The Water Cooled condensing unit with the reciprocating semi-hermetic compressor or Scroll Hermetic Compressor, Shell & Tube Condenser with the necessary controls like HP/LP,Oil pressure cut out and Oil seperator, Suction Accumulator, & Liquid line valves & Controls, Temperature Sensor, Water side valves & control, pumps,Standard Electrical Control panel with the controller. The condensing units shall be worked with the maximum ambient conditions of 40 Deg C . The evaporator coil shall be MS seamless Tubes SCH-40. All the refrigerant tubes shall be with MS seamless Tubes. The Condenser should be MS shell with intergal Copper fin tubes .The expansion valves shall be of Electronic / TEXV for precising the refrigerat flow to the evaporator based on the various load conditions. Brine is Considerd as Calcium chloride / Sodium chloride, Brine Tank is Constructed with MS Sheet & Ice cans with GI Sheet. Ice Crusher & Conveyor capacity should meet the design requirement and it should be powered with Diesel engine, The whole Ice crusher Conveyor skid should be movable type with wheels. other supporting equipments like Brine Agitator, Electric Hoist crane, Ice can lifter mechnaism, Thaw tank etc...please reffer Technical Document for More details.\nDetailed design calculations showing the engineering design details to prove the capability of the refrigeration system to achieve the intended temperature and other parameters.All the necessary electrical fixtures and Control panel board including all the switches, breaker and control points required for the refrigration system should be propoerly designed and installed as per the IS standards. \nThe quoted rate shall also to include all gurantees/warrantees for the all mechanical parts, works , training of clients technicians, supplying operating manuals etc. The rate shall include all taxes, duties, transpotaion charges, labour and handling charges etc For BLOCK ICE PLANT with ICE CRUSHER-CONVEYOR : 01 no. Designed Brine temperature (-) 14 °C ± 2°C Product :Block Ice , Cpacity: 10 MTPD, Size of each Block ice: 50 kg's, No. Of Block Ice per batch: 200 no's, Freezing Time: 22.5 hrs (approx) Block ice Building Size: 16.5 x10 x 4.2 m (Clear Dimension), Brine Tank Size: 7.0 x 4.0 x 1.1 m LWH (approx) with suitable Thaw tank, Ice Can Size: 0.4 x 0.2 x 0.9 m LWH (approx), Electric Hoist crane Capacity: 1 Ton, Type of Brine: Calcium Chloride or Sodium Chloride, and other supporting equipments like Vertical type Brine Agitator, Pumps, Valves & Controls & Fittings, Ice Lifter Mechanism, Water feedeer, wooden lids etc...Brine tank should be insulated with 60 mm PUF panels in Double layer (120mm) with 24 SWG Aluminimum Cladding on sides & bottom / Brick Wall Ice Crusher-Conveyor: capcity should meet as per 10 MTPD, Conveyor length: 10m (approx), No.of ice buckets on Conveyor belt: 30 no's (approx),Size each Ice bucket & MOC: 330 x 175 x 225 mm (LBH) & 16 Gauge GI sheet (approx), Power source for Ice Crusher Conveyor: Diesel Engine with 2-Cyclinder & 13.3 HP Capacity (approx). With all supporting Equipments and Wheels for Whole Skid for Movement.Type of refrigeration system : CFC Free Freon R404a Type of Cooling : DX Type Capacity of Refrigeration system [KW]: 64 kW (approx) Type of Refrigerant R404a Type of compressor: Reciprocating Compressor-Semi Hermetic Type / Scroll Compressor-Hermetic type with Suitable Canopy for Condensing Unit Type of Condenser: Water Cooled Condenser (Shell & tube) with Suitable Cooling Tower, pumps, Valves, Controls & fittings. Type of Evaporator Coil: MS Seamless pipes, SCH-40, Capacity as per design requirement. | 1 | No | |
| 374 | 11 | LT Metering panel as per KSEB Norms | 1 | job | |
| 375 | 12 | Designing, supplying, installing and Commissioning of 10 MTPD Block Ice Plant with Ice Crusher-Conveyor as per the follwing details and technical specifications: The refrigeration system for Block ice Plant shall be operating with CFC free R404a Freon gas, DX type of suitable capacity with Water Cooled Condensing Units located inside/ outside the rooms and the Evaporator coil located inside the brine tank with interconnecting MS seamless piping & cabling works. The Water Cooled condensing unit with the reciprocating semi-hermetic compressor or Scroll Hermetic Compressor, Shell & Tube Condenser with the necessary controls like HP/LP,Oil pressure cut out and Oil seperator, Suction Accumulator, & Liquid line valves & Controls, Temperature Sensor, Water side valves & control, pumps,Standard Electrical Control panel with the controller. The condensing units shall be worked with the maximum ambient conditions of 40 Deg C . The evaporator coil shall be MS seamless Tubes SCH-40. All the refrigerant tubes shall be with MS seamless Tubes. The Condenser should be MS shell with intergal Copper fin tubes .The expansion valves shall be of Electronic / TEXV for precising the refrigerat flow to the evaporator based on the various load conditions. Brine is Considerd as Calcium chloride / Sodium chloride, Brine Tank is Constructed with MS Sheet & Ice cans with GI Sheet. Ice Crusher & Conveyor capacity should meet the design requirement and it should be powered with Diesel engine, The whole Ice crusher Conveyor skid should be movable type with wheels. other supporting equipments like Brine Agitator, Electric Hoist crane, Ice can lifter mechnaism, Thaw tank etc...please reffer Technical Document for More details.\nDetailed design calculations showing the engineering design details to prove the capability of the refrigeration system to achieve the intended temperature and other parameters.All the necessary electrical fixtures and Control panel board including all the switches, breaker and control points required for the refrigration system should be propoerly designed and installed as per the IS standards. \nThe quoted rate shall also to include all gurantees/warrantees for the all mechanical parts, works , training of clients technicians, supplying operating manuals etc. The rate shall include all taxes, duties, transpotaion charges, labour and handling charges etc For BLOCK ICE PLANT with ICE CRUSHER-CONVEYOR : 01 no. Designed Brine temperature (-) 14 °C ± 2°C Product :Block Ice , Cpacity: 10 MTPD, Size of each Block ice: 50 kg's, No. Of Block Ice per batch: 200 no's, Freezing Time: 22.5 hrs (approx)Block ice Building Size: 16.5 x10 x 4.2 m (Clear Dimension), Brine Tank Size: 7.0 x 4.0 x 1.1 m LWH (approx) with suitable Thaw tank, Ice Can Size: 0.4 x 0.2 x 0.9 m LWH (approx), Electric Hoist crane Capacity: 1 Ton, Type of Brine: Calcium Chloride or Sodium Chloride, and other supporting equipments like Vertical type Brine Agitator, Pumps, Valves & Controls & Fittings, Ice Lifter Mechanism, Water feedeer, wooden lids etc...Brine tank should be insulated with 60 mm PUF panels in Double layer (120mm) with 24 SWG Aluminimum Cladding on sides & bottom / Brick Wall - Ice Crusher-Conveyor: capcity should meet as per 10 MTPD, Conveyor length: 10m (approx), No.of ice buckets on Conveyor belt: 30 no's (approx),Size each Ice bucket & MOC: 330 x 175 x 225 mm (LBH) & 16 Gauge GI sheet (approx), Power source for Ice Crusher Conveyor: Diesel Engine with 2-Cyclinder & 13.3 HP Capacity (approx). With all supporting Equipments and Wheels for Whole Skid for Movement. Type of refrigeration system : CFC Free Freon R404a Type of Cooling : DX Type Capacity of Refrigeration system [KW]: 64 kW (approx) Type of Refrigerant R404a Type of compressor: Reciprocating Compressor-Semi Hermetic Type / Scroll Compressor-Hermetic type with Suitable Canopy for Condensing Unit Type of Condenser: Water Cooled Condenser (Shell & tube) with Suitable Cooling Tower, pumps, Valves, Controls & fittings. Type of Evaporator Coil: MS Seamless pipes, SCH-40, Capacity as per design requirement. | 1 | Job | |
| 376 | Total in Figures |
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