Tender For Construction Of Multiutility Sports Complex (Badminton Court, Open Swimming Pool, Toilet, Change Room, cement concrete Road, Cinder Track And Cricket Ground With Lighting) At Lucknow Cantt District -Lucknow (U.P.) (Notice No. -55/Uppcl/Gm-
Tender Value
7.62 Crore
Estimated cost
Bid Submission
18 Jul 2026
10 days left
EMD
15.25 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Multiutility Sports Complex (Badminton Court, Open Swimming Pool, Toilet, Change Room, cement concrete Road, Cinder Track And Cricket Ground With Lighting) At Lucknow Cantt District -Lucknow (U.P.) (Notice No. -55/Uppcl/Gm-7/E-Tender/2026-27 Dated: 03.07.2026)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Multiutility Sports Complex (Badminton Court, Open Swimming Pool, Toilet, Change Room, C.C. Road, Cinder Track and Cricket Ground with Lighting) at Lucknow Cantt District –Lucknow (U.P.) |
| 2 | BADMINTON COURT |
| 3 | UP TO PLINTH LEVEL |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 5 | Carted earth filling By Mechanical Transport including loading, unloading and stacking earth lead up to 5 km.excavation with cost of earth. |
| 6 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% |
| 10 | concentration |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size |
| 12 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from |
| 13 | natural sources) |
| 14 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for |
| 16 | reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | COLUMN |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 21 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 22 | Column |
| 23 | Brick work with common burnt clay F.P.S. (non modular brick) bricks of class designation M-150 . |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 25 | 15 mm cement plaster of mix : |
| 26 | 1:4 (1 cement: 4coarse sand) |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 28 | 40 mm thick with 20 mm nominal size stone aggregate |
| 29 | APPRON DRAIN ALONG APPRON 150X150 |
| 30 | BADMINTON COURT |
| 31 | SUPER STRUCTURE |
| 32 | Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete tosite of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge; for the following gradesof concrete. |
| 33 | All works above plinth level upto floor V level |
| 34 | 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 35 | COLUMN |
| 36 | LINTEL |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 38 | COLUMNS |
| 39 | LINTEL |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 41 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 42 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 44 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level. |
| 45 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 46 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 47 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : |
| 48 | 20 mm dia |
| 49 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixingapproved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). |
| 50 | 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 / panelling, 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) |
| 51 | 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) |
| 52 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 53 | 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): |
| 54 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 55 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). |
| 56 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, |
| 57 | handles, including applying a priming coat of approved steel primer. |
| 58 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. |
| 59 | With 12 mm mild steel U beading |
| 60 | 12 mm cement plaster of mix : |
| 61 | 1:6 (1 cement: 6 coarse sand) |
| 62 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 63 | 25 mm thick with 20 mm nominal size stone aggregate |
| 64 | Supply and laying of Badminton court indoor mate 4.5mm thick including cost of materials ,labour etc complete |
| 65 | Court area |
| 66 | Providing and fixing of 20mm thick Imported Hard Maple wood Tongue and grooved planks MFMA Certified supported by sleepers pine/spruce/fir padded runners duly treated with Woodlife anti termite treatment of section 63.5mm x 38mm placed with distance between the runner to be 10” along the width of the court. Imported SafeSleeper shock absorption pads of 11mm thick will be provided under the runners for shock absorption. A vapor barrier be of 0.2mm thick will also be introduced between sub floor and frame work. The frame will be duly fastened to the sub floor with theaid of clamps. The floor will be duly leveled with threephase machine grinding, followed by MFMA recommended coating. |
| 67 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 68 | Granite stone slab of colour black, Cherry/Ruby red |
| 69 | Area of slab over 0.50 sqm |
| 70 | Kota 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) : |
| 71 | 25 mm thick |
| 72 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 73 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. |
| 74 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 75 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 76 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 77 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 78 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 79 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 80 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 81 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. |
| 82 | Providing and fixing Ozone Glass Door Lock With Strike Box OPL-4A/4B-N-STD-SSS with nuts and screws etc. complete |
| 83 | Providing and fixing Ozone 25 mm x 450 mm SSS Glass Door Handle OGH-55, ISI marked, with necessary screws etc. complete |
| 84 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm ofcement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-incharge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the |
| 85 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. * All above operations to be done in order and as directed and specified by the Engineer-In-charge: |
| 86 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 87 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in truehorizontal level, suspended on inter locking metal grid of hot dipped galvanized steelsections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runnerwith suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mmthick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mmmade of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middleof the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectorsetc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GIadjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall bepre-painted with polyester paint, all complete for all heights as per pecifications, drawings and as directed by Engineer-in-charge. |
| 88 | GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending. |
| 89 | Providing and fixing false ceiling at all height including providing and fixing of frame work |
| 90 | made of special sections, power pressed from M.S. sheets and galvanized with zinc coatingof 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre,one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm diabolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length |
| 91 | with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I.channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which theceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm eachhaving lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicularto G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high havingflanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the helpof rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including |
| 92 | fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall |
| 93 | screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish oftapered and square edges of the board with recommended jointing compound , jointing tapesfinishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint |
| 94 | and two coats of primer suitable for board, all as per manufacturer’s specification and also |
| 95 | including the cost of making openings for light fittings, grills, diffusers, cutouts made with |
| 96 | frame of perimeter channels suitably fixed, all complete as per drawings, specification and |
| 97 | direction of the Engineer in Charge but excluding the cost of painting with : |
| 98 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) |
| 99 | Supplying and fixing 50 mm thick aluminium foil faced resin bonded fibre glass insulation Under profile sheet of density 24 kg/cu.m or mineral wool insulation(non combustible) of density 44 kg/cum sealing all joints with self adhesive aluminium tape & covering with 0.63mmx19mm GI wire mesh netting butting all joints and laced with GI wire complete as per specifications and as required. |
| 100 | BADMINTON COURT |
| 101 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding an bolted with special shaped washers etc. complete. |
| 102 | Electric resistance or induction butt welded tubes |
| 103 | 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. |
| 104 | 1.00 mm thick precoated galvanised iron profile sheets |
| 105 | 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 |
| 106 | complete. |
| 107 | 0.80 mm thick with zinc coating not less than 275 gm/m |
| 108 | Extra for providing and fixing wind ties of 40x6 mm flat iron section. |
| 109 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 110 | 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 111 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & |
| 112 | vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc.and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting withthe building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete |
| 113 | as per directions and approval of Engineer-in-charge. |
| 114 | Note:- (1) The elevational area of the scaffolding shall be measured for paymentpurpose. (2) The payment will be made once only for execution of all items forsuch works. |
| 115 | BADMINTON COURT |
| 116 | INTERNAL SANITARY W/S INTALLATION WORKS |
| 117 | SANITARY INSTALLATIONS & FITTINGS |
| 118 | INTERNAL SOIL /WASTE PIPE LINE |
| 119 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 120 | 110mm (Rainwater+soil+waste) |
| 121 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, |
| 122 | (i) Single socketed pipes. |
| 123 | 110 mm diameter*2 |
| 124 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 125 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for |
| 126 | unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 127 | Bend 87.5° |
| 128 | 110 mm bend |
| 129 | Shoe (Plain) |
| 130 | 110 mm Shoe |
| 131 | INTERNAL ELECTRICAL WORK (WIRING AND FIXTURE INSTALLATION ) |
| 132 | W I R I N G |
| 133 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 134 | Group C |
| 135 | Wiring for group controlled(looped) light point/fan point/exhaust fan point/call bell point(without independent switch etc.) with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 136 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 137 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 138 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 139 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 140 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 141 | 4 X 10 sq. mm + 2 X 10 sq. mm earth wire |
| 142 | 4 X 16 sq. mm + 2 X 16 sq. mm earth wire |
| 143 | Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 144 | 2 x 2.5 sq. mm |
| 145 | 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. |
| 146 | 20 mm |
| 147 | 25 mm |
| 148 | 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). |
| 149 | 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. |
| 150 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required |
| 151 | 1 or 2 Module (75mmX75mm) |
| 152 | 6 Module (200mmX75mm) |
| 153 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 154 | 5/6 amps switch |
| 155 | 3 pin 5/6 amp socket outlet |
| 156 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required. |
| 157 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 158 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 159 | Upto 450 mm sweep |
| 160 | MCCB, MCB & DB'S |
| 161 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 162 | 4 way (4 + 12), Double door |
| 163 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 164 | 12 way, Double door |
| 165 | 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. |
| 166 | Single pole |
| 167 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 168 | 40 amps |
| 169 | Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 170 | 63 amps |
| 171 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 172 | 25 amps |
| 173 | 40 amps |
| 174 | 63 amps |
| 175 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 176 | E A R T H I N G |
| 177 | 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. |
| 178 | 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. |
| 179 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 180 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 181 | 70 sqmm 3.5 core |
| 182 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 183 | 70 sqmm 3.5 core |
| 184 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 185 | 70 sqmm 3.5 core |
| 186 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 187 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 188 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only |
| 189 | Main L.T. Panel |
| 190 | Incoming : |
| 191 | 125 Amp. MCCB-1 Nos. |
| 192 | Outgoing : |
| 193 | 32 Amp MCCB-2 No ,63AMP MCCB-2 No |
| 194 | Cat. B. Pannel Cubicle Type |
| 195 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. |
| 196 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. |
| 197 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape, etc. complete in all respects. |
| 198 | LED Down lighter (SMD Type) (System lumen |
| 199 | efficacy ≥ 105 < 120 lm/Watt ) |
| 200 | Supplying, Installation, Testing & Commissioning of |
| 201 | LED Recessed/ surface Down lighter (Round/ |
| 202 | square/ Rectangular) SMD type of following body |
| 203 | material with PMMA and prismatic diffuser and |
| 204 | construction as per IS : 10322 with driver as per the |
| 205 | requirement with Driver efficiency >85%, Operating |
| 206 | voltage AC 140-270 Volt, frequency 50/60 hz, |
| 207 | Operating temp range -50C to 400C, internal surge |
| 208 | protection of 2.5 KV with Short & Open circuit |
| 209 | protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, |
| 210 | UGR (Unified Glare Rating) < 19, Flicker free (flicker |
| 211 | should be below 5%), life time (LED, Driver & |
| 212 | electrical circuitry), of minimum 50000 Burning |
| 213 | Hours with 70% of initial Lumen maintained till |
| 214 | life ends, CCT 3000°K /4000°K / 5700°K / |
| 215 | 6500°K (As per ANSI Bin), SDCM (Standard |
| 216 | Deviation Colour Matching) <3, Maximum power |
| 217 | consumption should not more than the specified |
| 218 | rating and Fixture shall be confirming to relevant BIS |
| 219 | standards. Manufactures Word Mark/ Name |
| 220 | Engraved/ Embossing/ Screen printing on housing |
| 221 | Complete in all respect i/c external connections |
| 222 | with 1.5 sq.mm FRLS/HFFR, PVC insulated |
| 223 | copper conductor single core cable and earthing etc. |
| 224 | as required with Minimum 5 year OEM warranty. |
| 225 | System lumen efficacy ≥105 and <120 lm/Watt |
| 226 | output . LM79 & LM80 Test report and all testing |
| 227 | required for LED fixtures as per BIS shall be |
| 228 | submitted. Shape size and CCT shall be as |
| 229 | approved by Engineer-in-Charge as per |
| 230 | requirement. (Thermal management: heat sink of |
| 231 | aluminium housing such that LED junction |
| 232 | temperature shall not rise above 90°C) |
| 233 | Powder coated die cast /Extruded aluminium |
| 234 | Body including trim |
| 235 | 12 -15 watt |
| 236 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 200 Watt. Confirming to IP 66 protection complete in all respect. |
| 237 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. |
| 238 | Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 239 | Industrial Exhaust Fan |
| 240 | Supply and erection of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 241 | Wall Fan |
| 242 | FIRE FIGHTING SYSTEM |
| 243 | FIRE ALARM ELE DSR-2025 |
| 244 | FIRE EXTINGUISHER |
| 245 | Supply and fixing of fire extinguiser ,ABC Type 4.0 kg capacity (ISI Marked IS : 15683 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work |
| 246 | Supply and fixing of fire extinguiser ,CO2 Type 4.5 kg capacity (ISI Marked IS : 2878 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work. |
| 247 | Supply and fixing of fire extinguiser ,CO2 Type 9 kg capacity (ISI Marked IS : 15683 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work. |
| 248 | Supply and fixing of fire bucket 9-11 litres capacity with river sand fill supply of all materials and labour for proper completion of work. |
| 249 | SWIMMING POOL (25X12.50) |
| 250 | BILL OF QUANTITY |
| 251 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 252 | All kinds of soil |
| 253 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 254 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 255 | 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 |
| 256 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 257 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 258 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 259 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 260 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 261 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: |
| 262 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement |
| 263 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing |
| 264 | cement compound @ 0.253 kg/sqm. |
| 265 | (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to |
| 266 | air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. |
| 267 | Providing and fixing of R.C.C. overflow drain (300X300) Internal size and Top M.S.Grill Cover from Swimming pool to Filter plant including matreials and labour etc as directed by Engineer-in-charge |
| 268 | Carted earth filling By Mechanical Transport including loading, unloading and stacking earth lead up to 5 km.excavation with cost of earth. |
| 269 | SEATING- 27.445X3.830 |
| 270 | BILL OF QUANTITY |
| 271 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 272 | All kinds of soil |
| 273 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 274 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 275 | Brick work with common burnt clay F.P.S. (non modular brick) bricks of class designation 7.5 in foundation and linth in: |
| 276 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 277 | 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 : |
| 278 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 279 | COLUMN |
| 280 | GRADE BEAM |
| 281 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 282 | Column |
| 283 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 284 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 285 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 286 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 287 | All works above plinth level upto floor V level |
| 288 | Column |
| 289 | Ground floor |
| 290 | Ground floor |
| 291 | Ground floor |
| 292 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 293 | shuttering work in Column |
| 294 | Ground floor |
| 295 | shuttering work in Slab |
| 296 | Ground floor |
| 297 | shuttering work in Beam |
| 298 | Ground floor |
| 299 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 300 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 301 | Ground floor |
| 302 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey |
| 303 | cement slurry mixed with pigment to match the shade of the slab, including rubbing and |
| 304 | polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 305 | 25 mm thick |
| 306 | Swimming Pool Equipments |
| 307 | Filtration Equipment |
| 308 | Bobbin Wound Side Mount Filter Dia 900 MM With 02\\" MPV & 03 Pcs Unions |
| 309 | Flow = 30 m3/hr |
| 310 | Filtration Velocity = 27 m3/hr/m2 |
| 311 | Max. Working Pressure = 2.5 Kg/cm2 |
| 312 | Filter media- sand (In Killograms) |
| 313 | Aquanomics/ Zodiac / Jandy / Solrite India/ Hayward |
| 314 | OEM Certification Required With Performance Certificate |
| 315 | Dosing Equipment |
| 316 | Dosing Pump 0-6 LPH NSL Series (Offline Dosing Pump- 4 Kg) |
| 317 | Dosing Tank 100 Ltrs with Manual Agitator |
| 318 | Emaux/ Aquanomics/ Zodiac / Jandy / Solrite India/ Hayward |
| 319 | Flow Fittings |
| 320 | Floor Inlet ABS (Main Pool-34 Kids Pool-6) |
| 321 | Main Drain Frame 300 mm * 300 mm Stainless Steel |
| 322 | Suction Inlet (Main Pool-4 Kids Pool-2) |
| 323 | 25 m3 UV -C Disinfection Nano Tech With Timer |
| 324 | Emaux/ Aquanomics/ Zodiac / Jandy / Solrite India/ Hayward |
| 325 | Overflow Grating |
| 326 | Overflow Grating 250- 300 mm (110 Mtr) |
| 327 | Aquanomics/ Zodiac USA / Jandy USA/ Solrite India |
| 328 | Ladders |
| 329 | SS Ladder 2 Step AISI 304 Handrails Dia 42 mm |
| 330 | SS Ladder 3 Step AISI 304 Handrails Dia 42 mm |
| 331 | SS Ladder 4 Step AISI 304 Handrails Dia 42 mm |
| 332 | Aquanomics/ Zodiac / Jandy / Solrite India/ Hayward |
| 333 | Control & Regulation Equipment |
| 334 | Ball Valve 50 mm Dia |
| 335 | Ball Valve 63 mm dia |
| 336 | Ball Valve 75 mm Dia |
| 337 | Non Returning Valve Dia 63 mm |
| 338 | Non Returning Valve Dia 75 mm |
| 339 | Cepex/ Aquanomics/ Hidroten / Hayward |
| 340 | OEM Certification Required With Performance Certificate |
| 341 | Cleaning Accessories |
| 342 | Vaccum Head 18\\" Alumuniam Vacuum Head With 04 Wheels |
| 343 | Vaccum Hose 1.5\\" - 15m |
| 344 | Telescopic Pole 4.8M Long |
| 345 | Curved Brush |
| 346 | Deep Leaf Net |
| 347 | Test Kit |
| 348 | Chemical -Tri Chloroisocyanuric Acid TCCA 90 |
| 349 | Aquanomics/ Harvia Group/ Hayward/ Zodiac / Jandy |
| 350 | OEM Certification Required With Performance Certificate |
| 351 | Selfpriming Pump 3 HP /Single Phase (04)-Re circulation |
| 352 | Thermal Protector 2900 RPM. |
| 353 | Motor : IPX5 |
| 354 | Insulation class : F |
| 355 | Flowrate : 25 m3/hr |
| 356 | Head : 12 Mtr |
| 357 | Voltage : 220/240 V |
| 358 | Power : 2.2 kW / 3 HP |
| 359 | Aquanomics/ Zodiac / Jandy / Harvia Group/ Hayward |
| 360 | OEM Certification Required With Performance Certificate |
| 361 | Quotation for Allied Equipment |
| 362 | Supply & Installation of u-PVC Pipes & Fittings |
| 363 | Supreme / Finolex / Prince UPVC Pipe for PVC-U Agriculture 10 kg/cm² (Grey Colour) |
| 364 | 50 mm dia |
| 365 | 63 mm dia |
| 366 | 75 mm dia |
| 367 | 90 mm dia |
| 368 | 110 mm dia |
| 369 | 160 mm dia |
| 370 | Supreme / Finolex / Prince |
| 371 | Supply & Installation of Control Panel and Cables |
| 372 | 03 Core 2.5 sq mm / |
| 373 | 32-A TP MCCB Outgoing Feeder Suitable For 3 HP Pump DOL Starter |
| 374 | 6 A TPN MCB PH Dosing Pumps & LED Lights |
| 375 | 100 Amps TP Incoming MCCB |
| 376 | Reputed Brand, L&T, Havells |
| 377 | Quotation for Installation |
| 378 | Installation, Testing & Commissioning Of Swimming Pool Eqipment |
| 379 | Under Water Illumination |
| 380 | Underwater RGB LED Light 54 W/12V In Steel/ PVC (18 * 3W) Pool |
| 381 | Aquanomics/ Zodiac / Jandy / Solrite India/ Hayward |
| 382 | Cable Conduit |
| 383 | Junction Box in ABS/ Deck Box |
| 384 | SMPS Including RGB Remote & Pannel |
| 385 | FILTER PLANT |
| 386 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 387 | All kinds of soil |
| 388 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanicaltransport upto a lead of 5km also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 389 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 390 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 391 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 392 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 393 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 394 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Foundation and Plinth in: |
| 395 | Cement Mortar 1:6 (1 Cement : 6 Coarse sand |
| 396 | 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 : |
| 397 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 398 | COLUMN |
| 399 | GRADE BEAM |
| 400 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 401 | Column |
| 402 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 403 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 404 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 405 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion) : |
| 406 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart. |
| 407 | APPRON DRAIN ALONG APPRON 150X150 |
| 408 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 409 | 40 mm thick with 20 mm nominal size stone aggregate |
| 410 | FILTER PLANT |
| 411 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 412 | All works above plinth level upto floor V level |
| 413 | Column |
| 414 | Ground floor |
| 415 | Lintle Band |
| 416 | Ground floor |
| 417 | Ground floor |
| 418 | Ground floor |
| 419 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 420 | shuttering work in Column |
| 421 | Ground floor |
| 422 | shuttering work in Lintel Band |
| 423 | Ground floor |
| 424 | shuttering work in Slab |
| 425 | Ground floor |
| 426 | shuttering work in Beam |
| 427 | Ground floor |
| 428 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 429 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 430 | Ground floor+first floor |
| 431 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: |
| 432 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 433 | Ground Floor |
| 434 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. |
| 435 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 436 | Ground floor |
| 437 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : |
| 438 | 4.0 mm thick glass panes |
| 439 | 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..Fixed to steel windows by welding |
| 440 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, |
| 441 | side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B |
| 442 | etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash |
| 443 | bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of |
| 444 | approved steel primer, but excluding the cost of other fittings,glass panes complete all as per |
| 445 | approved design, (sectional weight of only steel members shall be measured for payment). |
| 446 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. |
| 447 | 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 448 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 |
| 449 | mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, |
| 450 | handles, including applying a priming coat of approved steel primer. |
| 451 | 15 mm cement plaster on rough side of single or half brick wall of mix of 1:4 cement & coarse sand of 2.25 F.M. |
| 452 | Ground Floor |
| 453 | 12 mm cement plaster of mix |
| 454 | 1:6 (1 cement: 6 coarse sand) |
| 455 | OUTER PLASTER |
| 456 | 12 mm cement plaster of mix |
| 457 | 1:6 (1 cement: 6 coarse sand) |
| 458 | Ground Floor |
| 459 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In- Charge. |
| 460 | Ground Floor |
| 461 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 462 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 463 | b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs |
| 464 | c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : |
| 465 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 466 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 467 | 40 mm thick with 20 mm nominal size stone aggregate |
| 468 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 469 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. |
| 470 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 471 | New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). |
| 472 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour all complete, as per manufacturer's specification. |
| 473 | New work ( two or more coats ) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. |
| 474 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour all complete, as per manufacturer's specification. |
| 475 | New work ( two or more coats ) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. |
| 476 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 477 | FILTER PLANT |
| 478 | SANITARY INSTALLATIONS & C.P FITTINGS |
| 479 | RAIN WATER PIPES |
| 480 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 481 | 110mm |
| 482 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 483 | 110 mm |
| 484 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. |
| 485 | Bend 87.5 degree |
| 486 | 110 mm Bend |
| 487 | Shoe (Plain) |
| 488 | 110 mm Shoe |
| 489 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 490 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 491 | FILTER PLANT |
| 492 | INTERNAL ELECTRICAL WORK (WIRING AND FIXTURE INSTALLATION ) |
| 493 | W I R I N G |
| 494 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 495 | Group C |
| 496 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 497 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 498 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 499 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 500 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 501 | 4 X 10 sq. mm + 2 X 10 sq. mm earth wire |
| 502 | 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). |
| 503 | 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. |
| 504 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 505 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 506 | Upto 450 mm sweep |
| 507 | MCCB, MCB & DB'S |
| 508 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 509 | 4 way (4 + 12), Double door |
| 510 | 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. |
| 511 | Single pole |
| 512 | Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 513 | 63 amps |
| 514 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 515 | 25 amps |
| 516 | 40 amps |
| 517 | 63 amps |
| 518 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 519 | E A R T H I N G |
| 520 | 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. |
| 521 | 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. |
| 522 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 523 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 524 | 185 sqmm 3.5 core |
| 525 | 70 sqmm 3.5 core |
| 526 | 35 sqmm 3.5 core |
| 527 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 528 | 185 sqmm 3.5 core |
| 529 | 70 sqmm 3.5 core |
| 530 | 35 sqmm 3.5 core |
| 531 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 532 | 185 sqmm |
| 533 | 70 sqmm 3.5 core |
| 534 | 35 sqmm 3.5 core |
| 535 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only |
| 536 | Main L.T. Panel |
| 537 | Incoming : |
| 538 | 200 Amp. MCCB-1 Nos. |
| 539 | Outgoing : |
| 540 | 63 Amp MCCB-3 No |
| 541 | Cat. B. Pannel Cubicle Type |
| 542 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. |
| 543 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. |
| 544 | Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape, etc. complete in all respects. |
| 545 | LED Down lighter (SMD Type) (System lumen |
| 546 | efficacy ≥ 105 < 120 lm/Watt ) |
| 547 | Supplying, Installation, Testing & Commissioning of |
| 548 | LED Recessed/ surface Down lighter (Round/ |
| 549 | square/ Rectangular) SMD type of following body |
| 550 | material with PMMA and prismatic diffuser and |
| 551 | construction as per IS : 10322 with driver as per the |
| 552 | requirement with Driver efficiency >85%, Operating |
| 553 | voltage AC 140-270 Volt, frequency 50/60 hz, |
| 554 | Operating temp range -50C to 400C, internal surge |
| 555 | protection of 2.5 KV with Short & Open circuit |
| 556 | protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, |
| 557 | UGR (Unified Glare Rating) < 19, Flicker free (flicker |
| 558 | should be below 5%), life time (LED, Driver & |
| 559 | electrical circuitry), of minimum 50000 Burning |
| 560 | Hours with 70% of initial Lumen maintained till |
| 561 | life ends, CCT 3000°K /4000°K / 5700°K / |
| 562 | 6500°K (As per ANSI Bin), SDCM (Standard |
| 563 | Deviation Colour Matching) <3, Maximum power |
| 564 | consumption should not more than the specified |
| 565 | rating and Fixture shall be confirming to relevant BIS |
| 566 | standards. Manufactures Word Mark/ Name |
| 567 | Engraved/ Embossing/ Screen printing on housing |
| 568 | Complete in all respect i/c external connections |
| 569 | with 1.5 sq.mm FRLS/HFFR, PVC insulated |
| 570 | as required with Minimum 5 year OEM warranty. |
| 571 | System lumen efficacy ≥105 and <120 lm/Watt |
| 572 | output . LM79 & LM80 Test report and all testing |
| 573 | required for LED fixtures as per BIS shall be |
| 574 | submitted. Shape size and CCT shall be as |
| 575 | approved by Engineer-in-Charge as per |
| 576 | requirement. (Thermal management: heat sink of |
| 577 | aluminium housing such that LED junction |
| 578 | temperature shall not rise above 90°C) |
| 579 | Powder coated die cast /Extruded aluminium |
| 580 | Body including trim |
| 581 | 12 -15 watt |
| 582 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting |
| 583 | including tube on Surface complete in all respect. |
| 584 | Cat. AAA |
| 585 | Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 586 | Industrial Exhaust Fan |
| 587 | FILTER PLANT |
| 588 | FIRE EXTINGUISHER |
| 589 | Supply and fixing of fire extinguiser ,ABC Type 4.0 kg capacity (ISI Marked IS : 15683 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work |
| 590 | Supply and fixing of fire extinguiser ,CO2 Type 4.5 kg capacity (ISI Marked IS : 2878 & TAC approved (complete with initial charge and wall bracket ,along with supply of all materials and labour for proper completion of work. |
| 591 | Supply and fixing of fire bucket 9-11 litres capacity with river sand fill supply of all materials and labour for proper completion of work. |
| 592 | SWIMMING POOL EXTERNAL ELECTRICAL WORKS |
| 593 | CABLES |
| 594 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 595 | 10 sq. mm 2 core |
| 596 | Supply and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, under ground cable including rubber ring etc. complete in all respects, the armouring of the cable shall be properly connected with earth as per direction of Engineer-in-charge. |
| 597 | 10 sqmm 2.0 core |
| 598 | Supply and fixing of palm or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape, and making connections etc. complete in all respects as per directions of the Engineer-in-charge. |
| 599 | 10 sqmm |
| 600 | EXTERNAL WORK |
| 601 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 602 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 250Watt. Confirming to IP 66 protection complete in all respect. |
| 603 | Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 604 | 2 x 2.5 sq. mm |
| 605 | BILL OF QUANTITY |
| 606 | BOUNDARYWALL 3.6*3+.30=11.10 METRE LENGTH , 1.8 METRE HEIGHT+.60 AND 4PANEL |
| 607 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 608 | All kinds of soil |
| 609 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 610 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 |
| 611 | mm nominal size) |
| 612 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from |
| 613 | natural sources) |
| 614 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 615 | Providing and laying in position specified grade of reinforced cement concrete, excluding the |
| 616 | cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :l |
| 617 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone |
| 618 | aggregate 20 mm nominal size derived from natural sources) |
| 619 | COLUMN |
| 620 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° |
| 621 | landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral |
| 622 | stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, |
| 623 | finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from |
| 624 | natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 625 | COLUMN |
| 626 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 627 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 628 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 629 | Lintels, beams, plinth beams, girders, bressumers and |
| 630 | cantilevers |
| 631 | Column |
| 632 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 633 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 634 | 12 mm cement plaster of mix : |
| 635 | 1:6 (1 cement: 6 coarse sand) |
| 636 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 637 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 638 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle |
| 639 | sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm |
| 640 | flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of |
| 641 | necessary butt hinges and screws and applying a priming coat of approved steel primer, all |
| 642 | complete as per the direction of Engineer-In-charge. |
| 643 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 644 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 645 | Providing and fixing concertina coil fencing with punched tape concertina |
| 646 | coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain |
| 647 | horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre |
| 648 | (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 649 | GATE 4.5 METRE WIDE |
| 650 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 651 | All kinds of soil |
| 652 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 653 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 654 | Providing and laying in position specified grade of reinforced cement concrete, excluding thecost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 655 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources) |
| 656 | COLUMN |
| 657 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 658 | COLUMN |
| 659 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 660 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 661 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 662 | Column |
| 663 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 664 | 20MM THICK |
| 665 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer using structural steel etc. asrequired. |
| 666 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 667 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 668 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 669 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 670 | Cement mortar 1:6 (1 cement :6 coarse sand) |
| 671 | TUBE WELL BORING WITH PUMPING SYSTEM (150 RM) |
| 672 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. |
| 673 | All types of soil |
| 674 | 400 mm dia |
| 675 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depthbelow ground level. |
| 676 | 400 mm dia |
| 677 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. |
| 678 | 200 mm nominal size dia having minimum wall thickness 5.40 mm (Casing pipe ) |
| 679 | 150 mm nominal size dia having minimum wall thickness 5.00 mm (Lowring ) |
| 680 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per directionof Engineer -in-charge.. |
| 681 | 150 mm nominal size dia (Slotted) |
| 682 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor,running the compressor for required time till well is fully developed,measuring yield of well by “V” notch method or any other approved method,measuring static level & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/cdisinfection of tubewell, all complete, including hire & labour charges ofair compressor, tools & accessories etc., all as per requirement anddirection of Engineer-in-charge. |
| 683 | Providing and fixing suitable size threaded mild steel cap or spot weldedplate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 684 | 200 mm nominal size dia |
| 685 | Providing and fixing M.S. clamp of required dia to the top of casing/housingpipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts required size complete. |
| 686 | 200 mm nominal size dia |
| 687 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottomof pipe assembly of tubewell as per IS:2800 (part I). |
| 688 | 200mm nominal size dia |
| 689 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work |
| 690 | 80 mm dia nominal bore |
| 691 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 692 | 125 mm |
| 693 | 100 mm |
| 694 | Supply and fixing of KSB Make 5 hp Submirssible pump. |
| 695 | Supply and fixing of nylon jali around the slotted pipes complete as required. Up to 30 meter |
| 696 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete asper direction of Engineer-in-charge. |
| 697 | 3.14*(.200*.200-.100*.100)*60 |
| 698 | 3.14*(.200*.200-.075*.075)*90 |
| 699 | Supplying,and fixing of AIR Compressor and clorinator system all complete as per direction of Engineer -in-charge.(For pump room clorinator) |
| 700 | Lab water Testing |
| 701 | Electrical work |
| 702 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 703 | 100 Amp, 16 KA, TPMCCB |
| 704 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 705 | 10 SQMM 4 CORE |
| 706 | Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 707 | 4 x 6 sq. mm |
| 708 | TOILET BLOCK |
| 709 | UP TO PLINTH LEVEL |
| 710 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 711 | All kinds of soil |
| 712 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 713 | Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 714 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) |
| 715 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: |
| 716 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 717 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 718 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 719 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources) |
| 720 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 721 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level |
| 722 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 723 | COLUMN |
| 724 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 725 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 726 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 727 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 728 | Column |
| 729 | Brick work with common burnt clay F.P.S. (non modular brick) bricks of class designation M-150 . |
| 730 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 731 | 15 mm cement plaster of mix : |
| 732 | 1:4 (1 cement: 4coarse sand) |
| 733 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 734 | 40 mm thick with 20 mm nominal size stone aggregate |
| 735 | APPRON DRAIN ALONG APPRON 150X150 |
| 736 | TOILET BLOCK |
| 737 | SUPER STRUCTURE |
| 738 | RCC WORK |
| 739 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 740 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 741 | COLUMN |
| 742 | R.C.C. work in beams, suspended floors, roofs having slope up to 15 ° landings, balconies, shelves, chajjas, lintles, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centring, shuttering, finishing and rainforcement with 1:1.5:3 (1 cement : 1.5 coarce sand including manufactured sand derived from recycled concrete Aggregate (RCA) upto 20% 3 graded stone aggregate 20 mm nominal size derived from natural source). |
| 743 | LINTEL |
| 744 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 745 | COLUMNS |
| 746 | LINTEL |
| 747 | STeel reinforcement |
| 748 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 749 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 750 | BRICKWORK |
| 751 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 752 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 753 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 754 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 755 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 756 | WOOD WORK |
| 757 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) Non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 758 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 759 | Providing and fixing factory made panel PVC door shutter consisting of frame made out ofM.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top &bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture.M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness,70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angleon both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shallbe flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom railand 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered onboth sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel.10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail &bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading oninner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVCstrip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solventadhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification& drawing. |
| 760 | 30 mm thick plain PVC door shutters |
| 761 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : |
| 762 | 20 mm dia |
| 763 | M.S.WORK |
| 764 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 765 | 40X40X5 |
| 766 | 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..Fixed to steel windows by welding |
| 767 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat ofapproved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 768 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 769 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. asrequired. |
| 770 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 771 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestorywindows, all complete with : |
| 772 | 4.0 mm thick glass panes |
| 773 | FITTING |
| 774 | Providing and fixing SS sliding door bolts, ISI marked anodised with nuts and screws etc. complete |
| 775 | 300x16 mm |
| 776 | Providing and fixing SS handles, ISI marked, with necessary screws etc. complete |
| 777 | 125 mm |
| 778 | FLOORING |
| 779 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 780 | Granite stone slab of colour black, Cherry/Ruby red |
| 781 | Area of slab over 0.50 sqm |
| 782 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 783 | Providing and fixing Ist quality ceramic glazed wall tiles conforming 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 dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand)and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 784 | Kota 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) : |
| 785 | 25 mm thick |
| 786 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 787 | FINISHING WORK |
| 788 | 12 mm cement plaster of mix : |
| 789 | 1:6 (1 cement: 6 coarse sand) |
| 790 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 791 | 1:6 (1 cement: 6 coarse sand) |
| 792 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 793 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 794 | Outerside |
| 795 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 796 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 797 | Innerside |
| 798 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : |
| 799 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 800 | Ceiling |
| 801 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 802 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 803 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 804 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 805 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm ofcement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-incharge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the |
| 806 | (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. * All above operations to be done in order and as directed and specified by the Engineer-In-charge: |
| 807 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 808 | TOILET BLOCK |
| 809 | INTERNAL SANITARY W/S INTALLATION WORKS |
| 810 | Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. |
| 811 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 812 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 813 | W.C. pan with ISI marked black solid plastic seat and lid |
| 814 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 815 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 816 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 817 | 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: |
| 818 | a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 819 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 820 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 821 | Kitchen sink with drain board |
| 822 | 510x1040 mm bowl depth 250 mm |
| 823 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 824 | Semi rigid pipe |
| 825 | 32 mm dia |
| 826 | Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 827 | Providing and fixing PTMT Bottle Trap for Wash basin and sink |
| 828 | 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 |
| 829 | 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. |
| 830 | 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. |
| 831 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 832 | C.P. BRASS FITTINGS |
| 833 | Providing and fixing unplasticised PVC connection pipe with brass unions |
| 834 | 45 cm length |
| 835 | 15 mm nominal bore |
| 836 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 837 | 15 mm nominal bore |
| 838 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 839 | 15 mm nominal bore |
| 840 | INTERNAL SOIL /WASTE PIPE LINE |
| 841 | Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 842 | 110mm (Rainwater+soil+waste) |
| 843 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. |
| 844 | 110 mm diameter |
| 845 | 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. |
| 846 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 847 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories forunplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 848 | Bend 87.5° |
| 849 | 110 mm bend |
| 850 | Shoe (Plain) |
| 851 | 110 mm Shoe |
| 852 | Providing and fixing of UPVC SWR pipe type -B confirming to IS -13592 including jointing the pipe with rubbing ring ,lubricant and UPVC SWR cupler confirming to IS -14735 ,ALSO Including excavation of trenches cutting of walls and holes and repairing the walls ,floors and refiling the trenches as before but excluding supply and cost of other fitting such as elbow bead ,tee and Y -tee including supply of all materials labour and t&p .Required for proper completion of the work . |
| 853 | a) 110mm dia P.V.C. pipe |
| 854 | b) 75mm dia P.V.C. pipe |
| 855 | Providing and fixing of UPVC SWR door bend confirming to IS-14735. |
| 856 | 110MM |
| 857 | Providing and fixing of UPVC Nahani trap size 100/75mm ,100/90 mm confirming to IS -14735 self cleaning design fixed in pcc 1:2:4 and supply and fixing of 125mm dia heavt duty cp brass jali. |
| 858 | Providing and fixing of UPVC SWR cowl confirming to IS-14735. |
| 859 | 110MM |
| 860 | Providing and fixing of UPVC Plain TEE confirming to IS-14735. |
| 861 | 75X75X75MM |
| 862 | 110X110X110MM |
| 863 | Providing and fixing of UPVC SWR door y confirming to IS-14735. |
| 864 | 110MM |
| 865 | INTERNAL WATER SUPPLY WORKS |
| 866 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 867 | Concealed work including cutting chases and making good the walls etc. |
| 868 | 15mm dia nominal outer dia pipes |
| 869 | 20mm dia nominal outer dia pipes |
| 870 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. |
| 871 | Internal work-Exposed on wall |
| 872 | 25mm dia nominal bore |
| 873 | 32mm dia nominal bore |
| 874 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 875 | 25mm dia nominal bore |
| 876 | 32mm dia nominal bore |
| 877 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. |
| 878 | Capcity in Per Liters |
| 879 | Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete |
| 880 | 25 mm nominal bore |
| 881 | TOILET BLOCK |
| 882 | INTERNAL ELECTRICAL WORK (WIRING AND FIXTURE INSTALLATION ) |
| 883 | W I R I N G |
| 884 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 885 | Group C |
| 886 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 887 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 888 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 889 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 890 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 891 | 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). |
| 892 | 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. |
| 893 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 894 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 895 | Upto 450 mm sweep |
| 896 | MCCB, MCB & DB'S |
| 897 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 898 | 4 way (4 + 12), Double door |
| 899 | 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. |
| 900 | Single pole |
| 901 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 902 | 25 amps |
| 903 | Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 904 | E A R T H I N G |
| 905 | 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. |
| 906 | 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. |
| 907 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 908 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 909 | 10 sqmm 2 core |
| 910 | LED Down lighter (SMD Type) (System lumenefficacy ≥ 105 < 120 lm/Watt ) |
| 911 | Supplying, Installation, Testing & Commissioning ofLED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following bodymaterial with PMMA and prismatic diffuser andconstruction as per IS : 10322 with driver as per therequirement with Driver efficiency >85%, Operatingvoltage AC 140-270 Volt, frequency 50/60 hz,Operating temp range -50C to 400C, internal surgeprotection of 2.5 KV with Short & Open circuitprotection ,THD < 10% , P. F.≥0.95, IP20, CRI >80,UGR (Unified Glare Rating) < 19, Flicker free (flickershould be below 5%), life time (LED, Driver &electrical circuitry), of minimum 50000 BurningHours with 70% of initial Lumen maintained tilllife ends, CCT 3000°K /4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (StandardDeviation Colour Matching) <3, Maximum powerconsumption should not more than the specifiedrating and Fixture shall be confirming to relevant BISstandards. Manufactures Word Mark/ NameEngraved/ Embossing/ Screen printing on housingComplete in all respect i/c external connectionswith 1.5 sq.mm FRLS/HFFR, PVC insulated |
| 912 | copper conductor single core cable and earthing etc.as required with Minimum 5 year OEM warranty.System lumen efficacy ≥105 and <120 lm/Wattoutput . LM79 & LM80 Test report and all testingrequired for LED fixtures as per BIS shall besubmitted. Shape size and CCT shall be asapproved by Engineer-in-Charge as perrequirement. (Thermal management: heat sink ofaluminium housing such that LED junctiontemperature shall not rise above 90°C)Powder coated die cast /Extruded aluminiumBody including trim |
| 913 | 12 -15 watt |
| 914 | Supply and fixing of LED Tube Light with batten suitable for up to 2 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect. |
| 915 | Cat. AAA |
| 916 | Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 917 | Exhaust Fan |
| 918 | TOILET BLOCK |
| 919 | SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE &WASTE SYSTEM - I |
| 920 | Excavating trenches in all kind of soil 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 & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 921 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia |
| 922 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design |
| 923 | 150 mm diameter S.W. pipe |
| 924 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. |
| 925 | 150 mm dia. R.C.C. pipe |
| 926 | Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 927 | 150x100 mm size P type |
| 928 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 929 | Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix |
| 930 | (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 |
| 931 | (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 932 | a) Inside size 90x80 cm & 500cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 933 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm 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 manufactures'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 20mm nominal size) complete as per design. |
| 934 | EXTERNAL WATER SUPPLY SYSTEM -II |
| 935 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes & fittings with onestep CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge. |
| 936 | 32 mm dia nominal bore |
| 937 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. |
| 938 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design |
| 939 | With common burnt clay M-150.(non modular) bricks of class designation. |
| 940 | TOILET BLOCK |
| 941 | SEPTIC TANK -50 USERS -2YEARS |
| 942 | COST OF EXTERNAL SEWERAGE (SEPTIC TANK) WORKS |
| 943 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). |
| 944 | From 0.00 mt to 1.50 mt |
| 945 | 1.50mt to 3.0 mt |
| 946 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 947 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 948 | Brick work common burnt clay F.P.S.(non modular) bricks of class designationM-150 in foundation and plinth in: |
| 949 | Cement mortar 1 : 4(1 cement : 4 coarse sand) |
| 950 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level |
| 951 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 952 | Suspended floors, roofs, landings, balconies and accessplatform |
| 953 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: |
| 954 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 955 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neatcement on the rough side of single or half brick wall. |
| 956 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 957 | Providing & fixing 75mm dia vent pipes. |
| 958 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 959 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 960 | M.D. -10- Circular shape 500mm internal diameter |
| 961 | SOAKPIT |
| 962 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). |
| 963 | From 0.00 mt to 1.50 mt |
| 964 | 1.50mt to 3.0 mt |
| 965 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 966 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 967 | Brick work common burnt clay F.P.S.(non modular) bricks of class designationM-150 in foundation and plinth in: |
| 968 | Cement mortar 1 : 4(1 cement : 4 coarse sand) |
| 969 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level |
| 970 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 971 | Suspended floors, roofs, landings, balconies and accessplatform |
| 972 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: |
| 973 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 974 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 975 | Providing & fixing 75mm dia vent pipes. |
| 976 | Providing & fixing 100mm dia Drain pipes. |
| 977 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 978 | Supplying and stacking at site. |
| 979 | Over burnt (Jhama) brick aggregate 120 mm to 40 mm |
| 980 | LOCKER ROOM |
| 981 | FURNITURE |
| 982 | Technical Specification of the Steel Clothes Lockers Conforming to BIS specification IS:3314-1984(with latest amendment) Type of Steel Clothes Lockers 12 - Locker type Lock type 5-lever lock conforming to IS 729(latest) Locking arrangement (with duplicate Key) Fitted with a hasp and staple arrangement (for 12 and 18 - locker type)Provision of Name plate/Card holders in each door YesAssembly type WeldingInstallation Free standingSteel Cloth Locker with Pedestal YesPedestal fitted with 3 mm Teflon bushPedestal height (± 5 mm) 125 mmCorners Not roundedThe specification has been seen and understood Yes |
| 983 | Steel sheet material (Hint: For component manufacturing) Hot rolled carbon steel sheet conforming to HR0 grade of IS 1079:2017 (with latest amendment)Minimum thickness of steel sheet for sides 0.8 mmMinimum thickness of steel sheet for back 0.8 mmMinimum thickness of steel sheet For top 0.8 mmMinimum thickness of steel sheet For bottom 0.8 mmMinimum thickness of steel sheet for partition 0.8 mmMinimum thickness of steel sheet for shelves 0.8 mmMinimum thickness of steel sheet for doors 0.8 mmMinimum thickness of steel sheet for pedestal 0.8 mm Hinges Plain butt type made from M.S sheet of minimum 1.6 mm thick Handle of each door made up of Anodized Aluminium andle fixed to door by Machine screwsCoated hooks made up of No coated hooks Hanging rod made up of Mild steel tubular pipe conforming to IS 7138 (latest)Material of number plates NAMaterial of name tag holder NA |
| 984 | Overall height of cloth lockers (excluding pedestal height) ± 5 mm 1855 mmOverall width of cloth lockers 910 mmOverall depth of cloth lockers 480 mmSize (W x H) of Name plate/Card holder NA |
| 985 | Type of Steel Clothes Lockers 12 - Locker type |
| 986 | INETRLOCKING LAYING |
| 987 | BILL OF QUANTITY |
| 988 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 989 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 990 | Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. |
| 991 | DISMANTLING BOUNDARYWALL |
| 992 | BILL OF QUANTITY |
| 993 | Demolishing brick work manually/ by mechanical means including stacking of serviceable |
| 994 | material and disposal of unserviceable material within 50 metres lead as per direction of |
| 995 | Engineer-in-charge. |
| 996 | In cement mortar |
| 997 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials |
| 998 | by mechanical means, including loading, transporting, unloading to approved municipal |
| 999 | dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads |
| 1000 | including all lifts involved.. |
| 1001 | GROUND PREPARATION |
| 1002 | ABSTRACT OF COST |
| 1003 | DEVELOPMENT OF SITE |
| 1004 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 1005 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineerin- charge. |
| 1006 | GROUND PREPARATION |
| 1007 | CINDER RUNNING TRACK |
| 1008 | Excavation in foundations in ordinary soil (Loam clay or Sand) including lift upto 1.5 m. lead upto 30m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer I/C within a lead of 30 m. |
| 1009 | Supply of stone Ballast 53mm size from shankargarh to site |
| 1010 | Supply of stone Ballast 22.4 mm size from shankargarh to site |
| 1011 | Supply of stone Dust shankargarh to site |
| 1012 | Providing and laying Cinder with hard stone aggregate of quality, size and grading as specified, with suitable penetration grade, including required key aggregate as specified, spreading coarse aggregatewith the help of self propelled/ tipper tail mounted aggregate spreader and applying by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller ofminimum 8 to 10 tonne capacity to achieve specified values of compaction andsurface accuracy |
| 1013 | Providing and laying of PU LAYER above cinder to finished top layer of track including cost of materials and labour etc complete. |
| 1014 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacityafter excavating earth to an average of 22.5 cm depth, dressing to camber and consolidatingwith road roller including making good the undulations etc. and re-rolling the sub grade anddisposal of surplus earthwith lead upto 50 metres. |
| 1015 | Track Marking |
| 1016 | Brick edging in full brick width and half brick depth including excavation, refilling and disposalof surplus earth lead upto 50 metres. |
| 1017 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1018 | Cricket Ground horticulture preparation |
| 1019 | Cricket Practice net |
| 1020 | TENNIS COURT |
| 1021 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 1022 | All kinds of soil |
| 1023 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1024 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 |
| 1025 | mm nominal size) |
| 1026 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 |
| 1027 | mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate |
| 1028 | 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 |
| 1029 | cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening |
| 1030 | compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This |
| 1031 | includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 1032 | Fencing Around court up to 3.0 m height |
| 1033 | Providing and laying of ACRYLIC TENNIS COURT SURFACE finish |
| 1034 | LANDSCAPING LAWN& HORTICULTURE WORK-300 SQM |
| 1035 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 1036 | Add cartage 15 km |
| 1037 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for |
| 1038 | payment). |
| 1039 | Add cartage 15 km |
| 1040 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks |
| 1041 | will be reduced by 8% for payment) |
| 1042 | Add cartage 15 km |
| 1043 | Fine dressing of the ground. |
| 1044 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 1045 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from |
| 1046 | weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). |
| 1047 | In rows 5 cm apart in both directions |
| 1048 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 1049 | 300 sqm cost |
| 1050 | C.C.ROAD |
| 1051 | 6.0 WIDE 1.0 METRE LENGTH=6.0SQM |
| 1052 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 1053 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 1054 | Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/ camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineerin-charge |
| 1055 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1056 | Providing and filling in position rubberized bitumen hot sealing compound for sealing ofexpansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 1057 | Using grade ‘A’ sealing compound conforming to IS: 1834. |
| 1058 | INTERLOCKING PATHWAY |
| 1059 | 1.5 METRE WIDE 10.0 METRE LENGTH=15.0SQM |
| 1060 | BILL OF QUANTITY |
| 1061 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 1062 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 1063 | Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge. |
| 1064 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 1065 | S.S.RAILING |
| 1066 | BILL OF QUANTITY |
| 1067 | Supply and Fixing of Hand rail and balustrade modular system passive ss-304 grade decorative railing system comprising of hand rail 50mm and 1.5 mm thick and 3 no .horizontal steel pipe of 19 mm dia and 1.5 mm thick of equal spacing with balustrade for ss pipe of 38nn and 1.5mm thick @ 1200mm c/c of passivated ss304 rade and fix duly on the floor with specially rivet expansion bolt and finish the surface food and covering with steel shoe ,with all visible stainless metal of 304 grade in satin finish high of railing is 900 mm as per detailed specification. |
| 1068 | S.S.Railing |
| 1069 | BOUNDARYWALL PAINTING |
| 1070 | BILL OF QUANTITY |
| 1071 | 3.0 METRE LENGTH AND 1.8 METRE HEIGHT |
| 1072 | Removing white or colour wash by scrapping and sand papering and preparing the surfacesmooth including necessary repairs to scratches etc. complete |
| 1073 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 1074 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1075 | EXTERNAL ELECTRICAL WORKS |
| 1076 | BILL OF QUANTITY |
| 1077 | CABLES |
| 1078 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 1079 | 16 sq. mm 4 core |
| 1080 | 25 sq. mm 3-1/2 core |
| 1081 | Supply and fixing of brass nickle plated compression gland for PVC insulated and armoured served sheathed, under ground cable including rubber ring etc. complete in all respects, the armouring of the cable shall be properly connected with earth as per direction of Engineer-in-charge. |
| 1082 | 16 sqmm 4.0 core |
| 1083 | 25sqmm 4.0 core |
| 1084 | Supply and fixing of palm or pin type copper tin plated cable socket (Lug) to the cable leads, insulating with tape, and making connections etc. complete in all respects as per directions of the Engineer-in-charge. |
| 1085 | 16 sqmm |
| 1086 | 25 sqmm |
| 1087 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 1088 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 1089 | EXTERNAL WORK |
| 1090 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 1091 | FOR TENNIS |
| 1092 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 250Watt. Confirming to IP 66 protection complete in all respect. |
| 1093 | FOR TENNIS |
| 1094 | Supply and laying aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade . |
| 1095 | 10 sqmm x2 core |
| 1096 | Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. |
| 1097 | Supply & fixing of 12.50 mtr High mast shaft of approvedmake with rising system hot dip glavanized inside & outside dip,heaving pole sheet thickness 4 mm. Top diaminium 150 mm, Bottom dia 410 mm base plate 32 mmthick suitable for wind velocity as per IS 875 part 3 &having no circumferential weld, with accessories forhigh mast such as head frame suitable for 6 to 12luminaries & its control gear boxes 1.5 HP power toolmoter, 3 point suspension system with steel wire rope 8mm dia, double drum winch, including making suitablefoundation as per manufature drawing/ site reuimentalong with foundation bolts nuts, washers, anchor platesetc completee in all respect. |
| 1098 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 250Watt. Confirming to IP 66 protection complete in allrespect. |
| 1099 | FOR STADIUM (6X5) |
| 1100 | Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 1101 | 4 X 2.5 sq. mm |
| 1102 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) |
| 1103 | 4 way (4 + 12), Double door |
| 1104 | 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. |
| 1105 | Single pole |
| 1106 | Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1107 | 63 amps |
| 1108 | HIGHMAST FOUNDATION 12.50 MTR HEIGHT 5 nos |
| 1109 | UP TO PLINTH LEVEL |
| 1110 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 1111 | All kinds of soil |
| 1112 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 1113 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 1114 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttring, finishing and reinforcement- All work up to plinth level |
| 1115 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1116 | R.C.C WORK IN FOOTING |
| 1117 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 1118 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1119 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1120 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1121 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 1122 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 1123 | FENCHING AROUND TENNIS 23 METRE LENGTH 3.0 METRE HEIGHT |
| 1124 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 30m. |
| 1125 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 1126 | 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 : |
| 1127 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1128 | As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. |
| 1129 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 1130 | Fe 500 TMT Bars |
| 1131 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 1132 | Hot finished welded type tubes |
| 1133 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colourand shade. |
| 1134 | Painting one coat over of ready mixed priming paint &one coat of approved superior mixed paint of clear synthetic varnish including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 1135 | EQUIPMENT |
| 1136 | Supplying and fixing of Badminton Net |
| 1137 | Supplying and fixing of Badminton Net Poles |
| 1138 | Supplying and fixing of Tennis Net |
| 1139 | Supplying and fixing of Tennis Net Poles |
| 1140 | GST Extra as applicable Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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