Tender For Construction Of Bridge Over River Birupa At Chandihata Connecting R And B Road Khartanga And Arilo Village
Tender Value
35.54 Crore
Estimated cost
Bid Submission
20 Aug 2026
18 days left
EMD
35.54 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Over River Birupa At Chandihata Connecting R And B Road Khartanga And Arilo Village
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in cutting of over burden earth for road way/ bridge works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 3 | Supplying, fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications as per Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 4 | Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necessary tools & plants supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. bailings out of water & dredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (however the use of exposives in removing & braking the rocks is probibited inside the well if steel, cladding has not been provided) & removing the materials & obstacles from inside the wells by divers & other mechanical devices inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per section 1200 of MoRT&H specifications for Road & Bridge works (5th Revision) & as per the direction of Engineer-in charge with all leads & lifts including hire & running charges of all machenaries cost of all labour with all leads lifts complete in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items)3.01 A) In all kinds of soil/ 3.02) Upto 10.00 m depth/ 3.03) 7.5 m dia well (Abutment) |
| 5 | 7.5 m dia well (Pier) |
| 6 | 7.0 m dia well (Pier) |
| 7 | 11th Successive Mtr. Depth/ 3.06) 7.5 m dia well (Abutment) |
| 8 | 7.5 m dia well (Pier) |
| 9 | 7.0 m dia well (Pier) |
| 10 | 12th Successive Mtr. Depth/ 3.09) 7.5 m dia well (Abutment) |
| 11 | 7.5 m dia well (Pier) |
| 12 | 7.0 m dia well (Pier) |
| 13 | 13th Successive Mtr. Depth/ 3.12) 7.5 m dia well (Abutment) |
| 14 | 7.5 m dia well (Pier) |
| 15 | 7.0 m dia well (Pier) |
| 16 | 14th Successive Mtr. Depth/ 3.15) 7.5 m dia well (Abutment) |
| 17 | 7.5 m dia well (Pier) |
| 18 | 7.0 m dia well (Pier) |
| 19 | 15th Successive Mtr. Depth/ 3.18) 7.5 m dia well (Abutment) |
| 20 | 7.5 m dia well (Pier) |
| 21 | 7.0 m dia well (Pier) |
| 22 | 16th Successive Mtr. Depth/ 3.21) 7.5 m dia well (Abutment) |
| 23 | 7.5 m dia well (Pier) |
| 24 | 7.0 m dia well (Pier) |
| 25 | 17th Successive Mtr. Depth/ 3.24) 7.5 m dia well (Abutment) |
| 26 | 7.5 m dia well (Pier) |
| 27 | 7.0 m dia well (Pier) |
| 28 | 18th Successive Mtr. Depth/ 3.27) 7.5 m dia well (Abutment) |
| 29 | 7.5 m dia well (Pier) |
| 30 | 7.0 m dia well (Pier) |
| 31 | 19th Successive Mtr. Depth/ 3.30) 7.5 m dia well (Abutment) |
| 32 | 7.5 m dia well (Pier) |
| 33 | 7.0 m dia well (Pier) |
| 34 | 20th Successive Mtr. Depth/ 3.33) 7.5 m dia well (Abutment) |
| 35 | 7.5 m dia well (Pier) |
| 36 | 7.0 m dia well (Pier) |
| 37 | 21st Successive Mtr. Depth/ 3.36) 7.5 m dia well (Abutment) |
| 38 | 7.5 m dia well (Pier) |
| 39 | 7.0 m dia well (Pier) |
| 40 | 22nd Successive Mtr. Depth/ 3.39) 7.5 m dia well (Abutment) |
| 41 | 7.5 m dia well (Pier) |
| 42 | 7.0 m dia well (Pier) |
| 43 | 23rd Successive Mtr. Depth/ 3.42)7.5 m dia well (Abutment) |
| 44 | 7.5 m dia well (Pier) |
| 45 | 7.0 m dia well (Pier) |
| 46 | 24th Successive Mtr. Depth/ 3.45) 7.5 m dia well (Abutment) |
| 47 | 7.5 m dia well (Pier) |
| 48 | 7.0 m dia well (Pier) |
| 49 | 25th Successive Mtr. Depth/ 3.48) 7.5 m dia well (Abutment) |
| 50 | 7.5 m dia well (Pier) |
| 51 | 7.0 m dia well (Pier) |
| 52 | 26th Successive Mtr. Depth/ 3.51)7.5 m dia well (Abutment) |
| 53 | 7.5 m dia well (Pier) |
| 54 | 7.0 m dia well (Pier) |
| 55 | 27th Successive Mtr. Depth/ 3.54) 7.5 m dia well (Abutment) |
| 56 | 7.5 m dia well (Pier) |
| 57 | 7.0 m dia well (Pier) |
| 58 | 28th Successive Mtr. Depth/ 3.57) 7.5 m dia well (Abutment) |
| 59 | 7.5 m dia well (Pier) |
| 60 | 7.0 m dia well (Pier) |
| 61 | 29th Successive Mtr. Depth/ 3.60) 7.5 m dia well (Abutment) |
| 62 | 7.5 m dia well (Pier) |
| 63 | 7.0 m dia well (Pier) |
| 64 | 30th Successive Mtr. Depth/ 3.63) 7.5 m dia well (Abutment) |
| 65 | 7.5 m dia well (Pier) |
| 66 | 7.0 m dia well (Pier) |
| 67 | 31st Successive Mtr. Depth/ 3.66) 7.5 m dia well (Abutment) |
| 68 | 7.5 m dia well (Pier) |
| 69 | 7.0 m dia well (Pier) |
| 70 | 32nd Successive Mtr. Depth/ 3.69) 7.5 m dia well (Abutment) |
| 71 | 7.5 m dia well (Pier) |
| 72 | 7.0 m dia well (Pier) |
| 73 | 33rd Successive Mtr. Depth/ 3.72) 7.5 m dia well (Abutment) |
| 74 | 7.5 m dia well (Pier) |
| 75 | 7.0 m dia well (Pier) |
| 76 | 34th Successive Mtr. Depth/ 3.75) 7.5 m dia well (Abutment) |
| 77 | 7.5 m dia well (Pier) |
| 78 | 7.0 m dia well (Pier) |
| 79 | 35th Successive Mtr. Depth/ 3.78) 7.5 m dia well (Abutment) |
| 80 | 7.5 m dia well (Pier) |
| 81 | 7.0 m dia well (Pier) |
| 82 | 36th Successive Mtr. Depth/ 3.81) 7.5 m dia well (Abutment) |
| 83 | 7.5 m dia well (Pier) |
| 84 | 7.0 m dia well (Pier) |
| 85 | 37th Successive Mtr. Depth/ 3.84) 7.5 m dia well (Abutment) |
| 86 | 7.5 m dia well (Pier) |
| 87 | 38th Successive Mtr. Depth/ 3.86) 7.5 m dia well (Abutment) |
| 88 | 7.5 m dia well (Pier) |
| 89 | 39th Successive Mtr. Depth) 7.5 m dia well (Pier) |
| 90 | Providing RCC of grade M-25 grade in well curb/Well steining Hand Railing. as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge. 4.01) Well Curb |
| 91 | 4.2) Well Steining |
| 92 | 4.3) Foundation |
| 93 | 4.4) Abutment, Pier |
| 94 | 4.5) Deck Slab |
| 95 | 4.6) Railling |
| 96 | Providing PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge. |
| 97 | Providing PCC of grade M-15 for Sub structure toe wall of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 98 | Providing, Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 99 | RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. (Foundation) |
| 100 | Well Cap |
| 101 | Pier, Abutment Shaft |
| 102 | Retaining Wall / Wing Wall |
| 103 | Abutment, Pier Caps |
| 104 | Dirt Wall |
| 105 | Deck Slab |
| 106 | Wearing Coat |
| 107 | Approach Slab |
| 108 | Providing R.C.C of grade of M 40 in deck slab / Cross girder / diaphragms of composite girder super structure, crash barrier & pedestal over the pier caps including cost of all materials, labour charges, machinaries, T & P, centering and shuttering, charges of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including charges for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. (Voided Slab) |
| 109 | Pedestal |
| 110 | Crash Barrier |
| 111 | RCC of grade M-45 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.(Super Structure) |
| 112 | Providing, Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 113 | Supply, fabrication & erection of steel bow-string girder of 51.95 m overall span as per RDSO (E350-IS:2062) specification and standard drawing of RW Department etc complete including all labour, material & machines etc complete in all respect and as per direction of the Engineer-in-charge. |
| 114 | Metalising of all plate girder components with sprayed aluminium and painting the metalised surface in four coats with approved paint confirming IRS:BI-2001 including surface preparation by sand blasting with all lead, lift, labour, material, paints & equipments tax etc complete as per direction of Engineer-in-charger. |
| 115 | Providing & laying of wearing course of 56 mm thick consisting of 6 mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. |
| 116 | Providing Supplying, fitting & fixing in position true to the line and level POT-PTFE bearing cosisting of a metal piston supported by a disc or unreinforced elastomer cofined within a metal cylinder, sealing rings, dust seals, PTFE unit as per section 2000 & its relevant Clauses & as per direction of the Engineer-in-charge. |
| 117 | Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 118 | Providing, fitting and fixing Salitax Board as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 119 | Providing Supply, fitting & fixing of neoprene bearing in deck slab including cost & taxes etc. s per Clause-2705 and 2709 under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 120 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab as per technical specification part I / II of clause 2705 of specification road and bridge work MORT&H (4th revision) including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & as directed by engineer or his representative to satisfaction and as per direction of the Engineer-in-charge. |
| 121 | Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 122 | Providing weep holes in abutment of bridge work and retaining wall etc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 123 | Providing and fixing R.C.C. M-20 grade guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 124 | Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 125 | Providing and laying Tar paper bearing etc all complete as per direction of the Engineer-in-charge. |
| 126 | Providing PVC 150 mm pipe dia as approvd quality in crash barrier for utility service complete including full comensation to all inclusive costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer . |
| 127 | Providing Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per Clause section 1000, 2500 & 900 of MoRT&H specifications for roads & bridge works ( 5th revision) & direction of the Engineer-in-Charge. (Granular Material) |
| 128 | Sandy Material |
| 129 | Boulder Filling with Sand Grouted |
| 130 | Providing Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge (In foundation) |
| 131 | Below Approach Slab |
| 132 | Providing and laying P.C.C M-15 grade in open foundation, wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. (Foundation) |
| 133 | Painting two coats of enamel paint over of coat of priming of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 134 | Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. |
| 135 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge. |
| 136 | Providing Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-III material as per table 400-1, as per approved drawing & technical specifications spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per section 900 & Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 137 | Providing, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 138 | Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) @ 0.60Kg/Sqm by mechanical means as per approved drawing and technical specifications Section 900 and Clause 501.5.2, 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 139 | Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.20kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 140 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher (with sensore control) to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge. |
| 141 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of viscocity grade of bitumen VG-30, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. |
| 142 | Providing, laying and fixing in position reinforced cement concrete NP3 hume pipes for culverts on first class bedding over prepared surface including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. (1000 mm dia Hume Pipe) |
| 143 | Providing & erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro reflective sheeting of high intensity prismatic grade sheeting as per ASTM D 4956-09 type-III and IV strictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC 67-2012 or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel square post 80m x 80mm x 3mm,2 nos and 3 nos horizontal and 1 no vertical extra supporting members of M.S angle of size 50mm x50 mmx6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm,60 cm belowground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(3600 mmx2400 mm Rectangle) (3600 mm x 2400 mm Assets Board (SBY Sign Board)) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender