Tender For Construction Of Cricket Ground At Handiaya, Distt. Barnala (Punjab)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Oct 2026
15 days left
EMD
7 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barnala → Punjab
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Construction Of Cricket Ground At Handiaya, Distt. Barnala (Punjab)
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | Construction of Cricket Ground |
| 3 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 4 | Dressing bed and preparation of sub grade for lining. |
| 5 | Provinding and planting the Barmuda grass |
| 6 | Preparing cricket Pitch with the subgrade of 100 mm brick bat over well rammed earth and laying the 50 mm sand and 200 mm black soil layer includeding the rolling and watering complete in all respect as per engineer-in-charge. |
| 7 | Providing the automatic ride on pitch rollar |
| 8 | Total Amount of A1 :- |
| 9 | OUTER STRUCTURE - Boundary Wall |
| 10 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 11 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer. (10.6 b ii) |
| 12 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 13 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. (10.15) |
| 14 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 15 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. (10.20) |
| 16 | Centring and shuttering for Columns ( Square or Rectangular or plygonal in plain) in superstructure |
| 17 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 18.18 |
| 18 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. 11.6 |
| 19 | 12.5mm thick cement plaster 1:5. (15.10) |
| 20 | 20 mm thick cement plaster 1:5 in two coats work. (15.21) |
| 21 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 22 | Providing & fixing wire mesh GI Chain link 10 gauge mesh size 50mm ISI 2721:1979 fixed with nut and bolt on vertical post and touch welding on horizontal member complete in all respects as per specification and as desired by engineer in charge |
| 23 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish |
| 24 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 25 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 26 | Total Amount of A2:- |
| 27 | Construction of Outer Development & Parking |
| 28 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 29 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (CSR 24.11 (i) ) |
| 30 | Providing, laying, spreading and compacting stone ggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (CSR 24.12 (i)) |
| 31 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code : 15658(2006) |
| 32 | Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours. |
| 33 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 34 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 35 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 36 | Iron grated doors, including pintle hingesand arrangements. |
| 37 | Applying priming coat with metal primer onnew steel or iron work including preparation of surface. |
| 38 | Total Amount of A3 :- |
| 39 | Construction of Pavillion |
| 40 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres |
| 41 | Cement concrete 1:5:10 with 40 mm gauge stone ballast. using concretemixing volumetric type |
| 42 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 43 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 44 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 45 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 46 | Extra Rate For First Floor |
| 47 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 48 | Extra Rate For First Floor |
| 49 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 50 | Extra Rate For First Floor |
| 51 | Centring and shuttering for stair cases with sloping with soffits including risers and stringers. |
| 52 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 53 | Extra Rate For First Floor |
| 54 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 55 | Extra Rate For First Floor |
| 56 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 57 | Extra Rate For First Floor |
| 58 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 59 | Extra Rate For First Floor |
| 60 | 115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1:4 cement mortar in superstructure |
| 61 | 12.5 mm thick cement plaster 1:5 |
| 62 | Extra Rate For First Floor |
| 63 | 20mm thick cement plaster 1:5 in two coat work |
| 64 | Extra Rate For First Floor |
| 65 | 12.5 mm thick cement plaster 1:4 |
| 66 | Extra Rate For First Floor |
| 67 | 20mm thick cement plaster 1:4 in two coat work |
| 68 | Extra Rate For First Floor |
| 69 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia. |
| 70 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm bend |
| 71 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm Coupling /Sockets |
| 72 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete1:8:16. |
| 73 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating |
| 74 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on- edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 75 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 76 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 77 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers incluidng ramming, watering and consolidated all lead . CSR 6.8 C(i) |
| 78 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material. |
| 79 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 80 | Extra Rate For First Floor |
| 81 | Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)Size 600x600 mm |
| 82 | Grouting the joints of flooring tiles 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 complete as per direction of Engineer-in-charge. Size 600x600 mm. |
| 83 | Marble stone flooring with 18-20 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur Green Marble Tiles of thickness 18mm to 20mmSlabs sizes above 0.50 sqm |
| 84 | Extra Rate For First Floor |
| 85 | Coloured Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps. |
| 86 | Extra labour for projected nosing of stair case of any shape and design |
| 87 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge. |
| 88 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 89 | Bearing Plaster of 10 mm thick cement mortar 1:3 cement sand finished with a floating coat of neat cement and thick coat of Lime wash / P.O.P. on top of walls when dry for bearing of R.C.C.slabs & beams. |
| 90 | Extra Rate for First Floor |
| 91 | Providing and fixing mineral fibre false ceiling tiles at height upto 4 mtr of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflection > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) |
| 92 | Providing and fixing tiled false ceiling at height upto 4 mtr of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece..) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm 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 detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 93 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. Door and window frame of size 113mmx60mmx with 35mm wide single rebate |
| 94 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 95 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash-welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer- in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items) |
| 96 | Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect. 5.0mm thick Plate glass (INDIAN) |
| 97 | Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. |
| 98 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In-Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats |
| 99 | For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required |
| 100 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item) |
| 101 | Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material from market to workshop & workshop to site of work. |
| 102 | Providing & fixing ACP Sheets of various thickness High Class ISI marked complete in all respect as per the directions of Engineer-in-charge. 6mm thick ACP Sheet |
| 103 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : IS 2202-1 (1999).Decorative with elm or gurjan facing on one side and teak facing on the other side edges lipped with teak with laminated core 35mm thick |
| 104 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 105 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 106 | Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect |
| 107 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 108 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 109 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 110 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 111 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm |
| 112 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish |
| 113 | Extra Rate for First Floor |
| 114 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 115 | Extra Rate for First Floor |
| 116 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade |
| 117 | Extra Rate for First Floor |
| 118 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 119 | Extra Rate for First Floor |
| 120 | Construction of Plinth protection complete as per drawing. |
| 121 | Earth work in exavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding2.0 Mtr. depth and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 Mtr. complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer In-Charge. |
| 122 | Cement Concrete 1:8:16 with 40mm guage stone aggregate using mechanical mixer. |
| 123 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 124 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material |
| 125 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 126 | 12.5 mm thick cement plaster 1:5 complete in all respect as per specifcation, drawing and to the entire satisfication of Engineer-In-Charge. |
| 127 | Total A4:- Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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