Tender For Development Of Electric Bus Depot And Allied Charging Infrastructure Works Including Defcts Liability Period Of 12 (Twelve) Months.
Tender Value
5.42 Crore
Estimated cost
Bid Submission
12 Aug 2026
12 days left
EMD
10.84 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Electric Bus Depot And Allied Charging Infrastructure Works Including Defcts Liability Period Of 12 (Twelve) Months.
BOQ
| Sl. No. | Item Description |
| 1 | TEST, SURVEY AND INVESTIGATIONS |
| 2 | Topographica Survey |
| 3 | Survey investigation and confirmation of utility services:Geo-technical investigation and confirmation of alignment of utility services and existing trees as per the scope of work and to the satisfaction of Engineer-in-Charge. |
| 4 | PRPARATION OF SHOP DRAWING |
| 5 | Preparation of Shop Drawings for Steel Works |
| 6 | LANDSCAPING WORKS |
| 7 | SOIL BED PREPARATION |
| 8 | Excavation for bed: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 9 | Soil for Shrubs/Hedges: Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 10 | PLANTER BED PREPARATION FOR PLANTING |
| 11 | Manure Supply: Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm |
| 12 | Sludge ,Manure spreading : 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). |
| 13 | Plantation: Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) |
| 14 | Trees Plant |
| 15 | Trees |
| 16 | Supply and stacking of Aquilaria malaccensis (Agar tree) of height up to 3 feet in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 17 | ARCHITECTURAL WORKS |
| 18 | PLASTERING AND POINTING - CEMENT PLASTER (IN FINE SAND)6 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) |
| 19 | 12 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) |
| 20 | 20 mm cement plaster of mix : Cement mortar 1:4 (1 cement : 4 fine sand) |
| 21 | Neat cement punning. |
| 22 | PAINTING AND CLADDING |
| 23 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 24 | New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 25 | White washing with lime to give an even shade |
| 26 | New work ( three or more coats ). |
| 27 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 28 | New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 29 | Finishing with Epoxy paint ( two or more coats) of approved brand and manufacture at all locations prepared and applied as per manufacturer's specification including appropriate priming coat, preparation of surface etc. complete [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 30 | On concrete work |
| 31 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour [Payment shall be made after submission of Test Certificate issued by the Manufacturer].Two coats |
| 32 | 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. |
| 33 | Painting with synthetic enamel paint ( one or more coats ) of required colour of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer in charge. |
| 34 | FLOOR FINISHES, SKIRTING AND DADO |
| 35 | Providing and fixing gang saw cut of approved thickness 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 of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels:-14 mm thick Granite of any colour and shade duly approved: |
| 36 | Area of slab over 0.50 sqm. |
| 37 | Providing and laying 1st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge.Double charged Stainfree vitrified tiles (Glossy) |
| 38 | Size of tile 600 mm x 600 mm |
| 39 | Grouting the joints of flooring tiles in different sizes having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing etc. all complete as per direction of Engineer-in-charge. |
| 40 | Size of tile 600 mm x 600 mm |
| 41 | Extra for providing and laying Vitrified tiles (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622- 2017, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. all complete as per direction of the Engineer-in-charge |
| 42 | Soluble Salt Stainfree vitrified tiles (Glossy) / Double charged Stainfree vitrified tiles (Glossy) / Glazed Vitrified Tiles (Glossy / Mat Finish/ Anti-Skid) / Glazed Vitrified Tiles - Full Body (Glossy / Mat Finish/ Anti-Skid) |
| 43 | Fixing glazed / Ceramic / Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, using 5kg. adhesive per sqm of tile area, in average 3mm thickness. |
| 44 | Providing and fixing 1st class quality ceramic glazed wall tiles conforming to IS : 15622- 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade etc. all complete as per direction of the Engineer in-charge. |
| 45 | 600 mm X 300 mm in all shades and design |
| 46 | Providing and fixing Kota stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. |
| 47 | Kota stone slab 25mm thick |
| 48 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1 : 3 ( 1 cement : 3 fine sand ) and joined with ordinary cement slurry mixed with pigment to match the shade of slabs, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. |
| 49 | Extra for pre-finished nosing in treads of steps of Kota stone. |
| 50 | Extra for Kota stone in treads of steps and risers using single length up to 1.05 metre. |
| 51 | Cement concrete flooring 1:2:4 (1 cement : 2 fine 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. all complete, etc as per direction of Engineer-in-charge. 40 mm thick with 20 mm nominal size stone aggregate |
| 52 | DOORS, WINDOWS & VENTILATORS |
| 53 | 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 of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) : |
| 54 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ): |
| 55 | Polyester powder coated aluminium ( minimum thickness of polyester powder coating of 50 micron ). |
| 56 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (both primary and secondary sealant) of approved quality etc.complete as per specification, drawing and direction of Engineer-in charge. |
| 57 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). |
| 58 | Providing and fixing Fiber Glass Reinforced plastic(FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutter of 30mm thickness .The laminate shall be molded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stay shall be provided at the bottom to steady the frame. |
| 59 | Providing and fixing to existing door frames 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels confirming to TADS 6: 1993 and / or IS: 14856 - 2000 including fixing to frames. |
| 60 | Supply and installation of a 46 mm thick factory-made Single leaf GI steel door shutter fabricated from two 0.8 mm thick galvanized steel sheets with a honeycomb core infill, including a 1.2 mm thick galvanized steel single-rebate frame of size 100 x 58 mm filled with PUF insulation and secured using approved dash fasteners, complete with all necessary stainless steel hardware, ball-bearing hinges, a mortise lock with handle set, a tower bolt, a hydraulic door closer, and a door stopper, executed in all respects as directed by the engineer-in-charge. |
| 61 | Supply and installation of a 46 mm thick factory-made Double leaf GI steel door shutter fabricated from two 0.8 mm thick galvanized steel sheets with a honeycomb core infill, including a 1.2 mm thick galvanized steel single-rebate frame of size 100 x 58 mm filled with PUF insulation and secured using approved dash fasteners, complete with all necessary stainless steel hardware, ball-bearing hinges, a mortise lock with handle set, a tower bolt, a hydraulic door closer, and a door stopper, executed in all respects as directed by the engineer-in-charge. |
| 62 | Supply & fixing of SS Ball Bearing Hinges of size 100 x 75 x 3mm complete with SS Screws of BB1953 Becker Fire Solution / 3090F DOrmA / 8011008 GEZE Make ( 5 Nos. per panel ) (Required For All Doors) as per the directions of Engineer-in-charge. |
| 63 | Providing and fixing 120 min fire rated Mortise sash lock pack of approved make with 70 mm Cylinder one side lock and other side Thumb turn with Lever CE marked for fire rated metal door with necessary fittings etc. complete as recommended by manufacturer and as directed by Engineer-in-charge. |
| 64 | Providing and fixing Fire rated (120 minutes) Rack and pinion non-handed door closer of approved make and comply with EN size 2-4, with back check and standard arm with two independent closing valves and latching speed adjustable by arm. All adjustment screws face fixed with slide plate. The door closer shall be with Silver finish cover. The door closer shall conform to EN 1154 standards and CE marked with necessary fittings etc. complete as recommended by manufacturer and as directed by Engineer-in-charge. |
| 65 | Supply & fixing of Stainless Steel 304 grade 300mm Long Tower Bolt of BFBS1930 Becker Fire Solution / 9114306 DOrmA/ 8157007 GEZE Make with necessary screws as required in Double Leaf Doors Only. |
| 66 | Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :-125 mm |
| 67 | ROLLING SHUTTERS |
| 68 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:- Perforations as per requirement. |
| 69 | 80xl.25mm M.S. laths with 1.25 mm thick top cover. |
| 70 | Providing and fixing ball bearing for rolling shutters (exceeding 10 sqm area) of approved make complete as required. |
| 71 | Filling the gap in between aluminium frame and adjacent RCC/brick work by providing weather silicon sealant over backer rod of approved quality etc. complete as per architectural drawing and direction of the Engineer-in charge:- (i) Upto 5 mm depth and 5 mm width. |
| 72 | Wrought iron and mild steel welded work (using angles, square bars, tees and channel in grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately as per MoRT&H technical specifications Clauses and as directed. |
| 73 | CEMENT CONCRETE WORK |
| 74 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 75 | ROOFING |
| 76 | Providing and fixing 0.60 mm thick TCT Pre-Painted Galvalume (PPGL) roofing sheets with AZ-150 (150 GSM) Zinc-Aluminium alloy coating, having 20 microns modified polyester paint on the exposed side and 5–7 microns service coat on the reverse side, fixed to roof framework with polymer-coated J/L hooks, 8 mm dia bolts, nuts and G.I. limpet washers, including cutting, fitting and fixing complete as per specifications, excluding the cost of purlins, rafters and trusses. |
| 77 | Providing and fixing 15 cm wide 45 cm over all 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 etc. complete as per direction of Engineer-in-charge. |
| 78 | 0.63mm thick with zinc coating not less than 275gm/m2 |
| 79 | WATER PROOFING |
| 80 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) as per direction of the Engineer-in-Charge and finished neat (item of laying brick tiles shall be paid for separately). |
| 81 | Supply, fabrication, and installation of glow sign board constructed with SS 304 section frame for strength and corrosion resistance, fitted with LED lighting system to provide uniform illumination and energy efficiency, and front face made of high-quality acrylic sheet as per vendor specifications. The board shall be weatherproof, with concealed wiring and neat workmanship, complete with all necessary supports, brackets, and accessories for secure outdoor installation. as directed by the Engineer in charge. |
| 82 | Supply, fabrication, and installation of glow sign board constructed with SS 304 section frame for strength and corrosion resistance, fitted with LED lighting system to provide uniform illumination and energy efficiency, and front face made of high-quality acrylic sheet as per vendor specifications. The board shall be weatherproof, with concealed wiring and neat workmanship, complete with all necessary supports, brackets, and accessories for secure outdoor installation. as directed by the Engineer in charge. |
| 83 | CIVIL WORKS |
| 84 | Dismantling and Demolishing |
| 85 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. |
| 86 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge. |
| 87 | Dismantling GS sheet roofing including ridges, hips, valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. |
| 88 | Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting rivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge. |
| 89 | Clearing Jungle & vegetation |
| 90 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 91 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. -All kinds of soil |
| 92 | Earth work |
| 93 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed All kinds of soil. |
| 94 | Back Filling |
| 95 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with in all lead and lift. -All kinds of soil |
| 96 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading torequired slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitablemethod complete. |
| 97 | HaulageHaulage excluding Loading & Unloading |
| 98 | ( ii ) Unsurfaced Gravel Road |
| 99 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 100 | Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant andtransported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC fromtransit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge.(Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level -Reinforced cement concrete grade M-25 using 418 kg of cement per cum |
| 101 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars. Note: Wastage and unauthorised overlaps shall not be paid for. Annealed steel wire required for binding or tack welding shall not be measured, its cost being included in the rate of reinforcement. Whereever tack welding is used in lieu of binding, such welds shall not be measured. Chairs, separators etc. shall be provided as directed by Engineer-in-Charge and measured seperately and paid for. |
| 102 | Reinforcement |
| 103 | i. Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth lvl/floor five level Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars.Note: Wastage and unauthorised overlaps shall not be paid for. Annealed steel wire required for binding or tack welding shall not be measured, its cost being included in the rate of reinforcement. Whereever tack welding is used in lieu of binding, such welds shall not be measured. Chairs, separators etc. shall be provided as directed by Engineer-in-Charge and measured seperately and paid for., Q'ty - 70905.7 Kgii. Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant andtransported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC fromtransit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge.(Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works upto Floor five level -Reinforced cement concrete grade M-25 using 418 kg of cement per cum Q'ty - 13577.0 Kg |
| 104 | Shuttering/Formwork |
| 105 | Footings, Bases for columns etc. for mass concrete with timber plank |
| 106 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 107 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 108 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 109 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 110 | Brick Work |
| 111 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 112 | Water Proofing |
| 113 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 114 | Structural Steel |
| 115 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 116 | Wrought iron and mild steel welded work (using angles, square bars, tees and channel in grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately as per MoRT&H technical specifications Clauses and as directed. |
| 117 | Brick WorkFirst class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 118 | AAC Block Masonary WorkProviding and laying autoclaved aerated cementblocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all omplete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 119 | PVC PipeProviding and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 4 kg cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:Single socketed pipe - 110 mm OD |
| 120 | Fencing for Electrical substationFencing With Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. |
| 121 | RAIN WATER HARVESTING TANK |
| 122 | ExcavationEarthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilB. Mechanical Means (i.Upto 3 m depth) (Note:- Cost includes shoring & dewatering) |
| 123 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilB. By Manual Means (i.Upto 3 m depth) (Note:- Cost includes shoring & dewatering) |
| 124 | PCC- 100 mm thkProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 100mm Thick PCC below Raft Below foundation1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 40 mm nominal size) |
| 125 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vi) RCC M 25 Gradea. upto 5 m heightCase - II : With Batching Plant, Transit Mixer and Concrete Pump |
| 126 | Reinforcement |
| 127 | Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. |
| 128 | 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 -incharge, beyond 90 metre & upto 150 metre depth below ground level.All types of soil300 mm dia |
| 129 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 130 | 200 mm nominal size diaSupplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 131 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 132 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. |
| 133 | Mild Steel Welded Work |
| 134 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:a) For SWD Manhole Coverb) For Grating on Catch basin |
| 135 | In grating, frames, guard bar, railing, brackets, gates andsimilar works, all complete.(Size, Specification, Material, finishing must be followed as per approved structural drawing). |
| 136 | Haulage excluding Loading & Unloading |
| 137 | Unsurfaced Gravel Road |
| 138 | Excavated Soil |
| 139 | Water proofing |
| 140 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush as required as per direction of the Engineer-in-charge. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The productperformance shall carry guaranteed for 10 years againstany leakage. |
| 141 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of ngineer-in-charge : |
| 142 | Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised RigidPVC rain water pipes conforming to IS : 13592 Type-Aincluding jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion etc.complete as per direction of Engineer-in-charge : |
| 143 | Coupler - 110 mm |
| 144 | Single pushfit Coupler - 110 mm |
| 145 | Bend 87.5° - 110mm |
| 146 | Plain shoe - 110mm |
| 147 | Providing and fixing 25mm x 1.40 mm clips made out of aluminium strip of approved design to unplasticised - PVC rain water pipes by means of Plastic Wall Plugs fitted in the brick work/R.C.C work by drilling with the help of mechaine and screwed with M.S. screws of required length and making good the wall etc. complete as per direction of Engineer-in-charge.-110mm |
| 148 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 149 | PLUMBING AND WATER SUPPLY WORKS |
| 150 | Providing, fixing, testing and commissioning of White Vitreous China coupled type Wall Mounted Water Closet of approved shape with C.P. bolts, nuts, C.I. chair or other hanging arrangements, C.P. brass screw, washer with all accessories. including providing and fixing exposed cistern of approved material with dual flush fitting of Flushing capacity 2 Liter/4.5 Liter including brass / SS screws and washer complete. PVC WC connector (straight or bend type) with rubber lip ring. Including 110 mm dia PVC pipe / bend of required length, flexible hose with angle valve and proper connection complete as required. Including cutting & making good the walls, floors, slab wherever required including all necessary accessories and consumables, including seat cover and cistern fittings, nuts bolts and gasket etc. complete as per specification/drawings and as directed by Architect and Engineer In Charge. |
| 151 | Providing, fixing, testing and commissioning of Divyang toilet set with European Closet (P Trap) & over counter wash basin & all divyang requirements with dual flush valve having Flushing capacity 2 Liter/4.5 Liter including brass / SS screws and washer complete with PVC W.C connector, seat & lead (heavy duty) including C.I. Brackets, C.P. brass hinges, M.S. / C.I. painted brackets, 32mm CP waste Coupling, 32mm size CP bottle trap, CP brass sensor based Faucet, etc. all Internal fittings complete with one no Hinged rail, 2 numbers of S.S grab rails etc. rubber buffers,flexible hose with angle valve( For wash basin) C.P nuts, bolts etc making holes in walls & floors, & finishing for ready to use.The rate includes all necessary accessories and connection charges as per product detail to the satisfaction and as directed by the Architect and Engineer In Charge. Note: All materials specified above shall form part of the Divyang toilet set and shall be as per from Divyang range of approved make. Divyang toilet. |
| 152 | Providing, fixing, testing & Commissioning of approved make half pedestal wash basin including making water and drain connections, CP wall and sleeve flanges, etc., complete with all respect. The wash basin shall consist of the following and shall be with or without hot water supply.Heavy type concealed M.S.wall brackets with 3 hole fixity and SS screws to support the basin or hitech supports, 32 mm dia. CP waste Coupling, 32 mm dia.CP bottle trap with extention pipe, 1 nos 15 mm Angle Cock with 450 mm long CP inlet connection pipe. The rate includes all necessary connection charges as per product detail to the satisfaction and as directed by the Architect and Engineer In Charge. |
| 153 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Architect and Engineer in charge. |
| 154 | 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 |
| 155 | Stainless steel kitchen sink - with drain board 510 x 1040mm bowl depth 200 mm. |
| 156 | Providing, fixing, testing and commissioning of C.P Brass Waste Coupling for Kitchen/Pantry Sink including making all necessary connections etc. All complete as per directions of the Architect and Engineer In Charge. |
| 157 | Providing, fixing, testing and commissioning of C.P Brass Bottle Trap for Kitchen/Pantry Sink including making all necessary connection etc. and shall be nominal size of 40/50 mm. All complete as per directions of the Architect and Engineer In Charge |
| 158 | Providing, fixing, testing and commissioning of 15 mm dia. CP brass two way bib cock with wall flange and ceramic disc cartridge complete, making all necessary connections etc. All complete as per directions of the Architect and Engineer in charge. |
| 159 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15mm nominal bore |
| 160 | Providing, fixing, testing and commissioning of S.S. Double coat hook of approved make, fixed to PVC cleats with C.P. brass screws etc.all necessary accessories complete as per directions of the Architect and Engineer in charge. |
| 161 | Providing and fixing CP toilet paper holder with all necessary accessories complete as per directions of the Architect and Engineer in charge . |
| 162 | Providing, fixing, testing and commissioning of ABS Chrome plated Brass Hand Shower (Health Faucet) of approved make and quality and as approved by Engineer - In - Charge, including 8 mm dia, 1 to 1.5 Meter long Flexible tube & wall hook including cutting and making good the walls wherever required complete with necessary accessories as per directions of the Architect and Engineer in charge. |
| 163 | Providing, fixing, testing and commissioning of C.P brass pillar cock with single lever hot and cold mixer (Flowrate as 5.0 Lit per min AT 3.0 bar) for Wash Basin of approved make and quality, and as approved and directed by the Architect and Engineer In Charge, including CP wall flanges and all necessary materials required for fixing and making good as required. |
| 164 | Providing, fixing, testing and commissioning of 15 mm dia 3 way C.P brass Sink faucet with mixer , Swan neck with under counter Sink Mixer (Flowrate as 5.0 Lit per min AT 3.0 bar) of approved make and quality, and as approved and directed by the Architect and Engineer In Charge, including CP wall flanges and all necessary materials and fittings required for fixing and making good as required. |
| 165 | Providing, fixing, testing and commissioning in position CP brass Pillar cock quarter turn, with 200mm extension body including 450mm long braided hose of approved make and quality, and as approved and directed by the Architect and Engineer in charge, including CP wall flanges and all necessary materials required for fixing. |
| 166 | Providing and fixing of 15mm nominal bore CP Brass Angle valve with CP wall flanges and confirming to IS: 8931, for wash basins, water coolers, geyser points, etc of approved quality and as approved by and directed by the Architect and Engineer in charge. 15mm nominal bore |
| 167 | Providing, fixing, testing and commissioning of single S.S soap dish, including chasing in the wall, fixing the soap dish and finishing in the wall and at levels as directed by the Architect and Engineer in charge. |
| 168 | Providing, fixing, testing and commissioning of shower seat for Special Needs Folding Seat for Shower with CP wall flanges made from Stainless Steel AISI-304, Size: 457mm x 371mm including Brackets, etc. complete with making holes in walls, & finishing for ready to use and as per specifications, drawings and as directed by the Architect and Engineer in charge. The rate includes all necessary labour and necessary tools for installations. |
| 169 | Providing, fixing, testing and commissioning of C.P. brass Single lever shower mixer / 4-way Divertor with Hot and cold inlets and outlets for spout and overhead shower with cast brass concealed part for the divertor unit of approved quality with CP wall flanges conforming to Manufacturers standards. Work to be completed as approved and directed by the Architect and Engineer in charge. |
| 170 | Providing, fixing, testing and commissioning of C.P. Bath Spout with CP wall flanges and washer conforming to Manufacturers Standards. Work to be completed as per of approved Quality and as directed by the Architect and Engineer in charge. |
| 171 | Providing, fixing, testing and commissioning of C.P. Brass Over Head Shower rose with C.P. brass Shower arm of approved make and quality, and as approved by the Architect and Engineer in charge. |
| 172 | Providing, fixing, testing and commissioning of S.S. towel rail of size 600mm long with 20 mm dia of approved make and quality, and as approved by the Engineer, fixed with cleats with CP brass Screws and wall flanges etc all complete as per directions of the Architect and Engineer in charge. |
| 173 | Providing, fixing, testing and commissioning of SS Towel Ring 175 mm ring diameter and 8mm rod diameter of approved make and quality, and as approved by the Engineer, including CP wall flanges and all necessary materials required for fixing. All complete as per directions of the Architect and Engineer in charge. |
| 174 | Providing, fixing, jointing, testing and commissioning of Heavy class SS grating of grade SS 304 of approved make and quality, and as approved by the Engineer, weighing not less than 150 gms. including setting in floor with white cement to match with floor finish as per requirement complete as per directions of Architect and Engineer in charge. |
| 175 | I) Type 1 - Size 150mm x 150mm Square Matt finish with Cockroach trap consisting of 100mm x 100mm perforated top cover, 77mm Ø x 67mm high Cockroach Trap ideal for 100mm drain pipe with floor trap cover as specified in approved make and quality. |
| 176 | Providing, fixing, testing and commissioning of Chrome plated brass battery operated automatic Liquid Soap Dispenser with 1 litre capacity of approved make and quality, and as approved by the Architect and Engineer in charge, including all necessary materials required for fixing. All complete as per directions of the Architect and Engineer in charge. |
| 177 | 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 : For Janitor sinkKitchen sink without drain board 610x510 mm bowl depth 200 mm |
| 178 | Providing, fixing, testing and commissioning of Shoe shinning machine with all necessary fittings and accessories complete in all respect as per specification/drawings and as directed by Architect and Engineer In Charge. |
| 179 | EFFLUENT TREATMENT PLANT |
| 180 | Designing, providing, constructing and hydraulic testing, commissioning and giving satisfactory trials of Effluent Treatment Plant of 4 KLD capacity consisting of Screen → Grit Chamber → Oil & Grease Trap (with belt skimmer) → Equalization Tank with Chemical Coagulation + Flocculation → Primary Settling by Tube Settler → Filter Feed Sump →Chlorine Dosing Tank & Pumps → Pressure Sand Filter (PSF) → Activated Carbon Filter (ACF) →Sludge Drying Beds including necesssary piping work with required valves, gates, etc complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specifications for civil , electrical and mechanical components with all duties and taxes etc. complete. To achieve TSS < 10 ppm, PH= 6.5 to 8.5, Oil & Grease = < 10 ppm, COD < 250 ppm to get treated effluent as per disposal norms. All ETP components shall be complete in all respect including 1 Month Trail Run. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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