Tender For Construction Of Road From Km 0.00 To Km 32.31 (Ph-I: 32.31 Km) On Jiribam (On Nh-37 At Manipur/Assam Border) To Manipur / Mizoram Border Section Via Tipaimukh Under Isc Scheme In Manipur.(Balance)
Tender Value
46.89 Crore
Estimated cost
Bid Submission
05 Oct 2026
19 days left
EMD
66.89 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
Jiribam → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Km 0.00 To Km 32.31 (Ph-I: 32.31 Km) On Jiribam (On Nh-37 At Manipur/Assam Border) To Manipur / Mizoram Border Section Via Tipaimukh Under Isc Scheme In Manipur.(Balance)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of pavement |
| 2 | 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. |
| 3 | Dismantling upto 1.5m. in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable materials and stacking the serviceable materials within a lead of 100m. i) Removing hume pipes class NP-3 - b) Above 600 mm to 900 mm dia. |
| 4 | ii) Cement concrete Grade M-15 & M-20 |
| 5 | Reinforced cement concrete with cleaning, straightening and cutting of bars and separating out from RCC. |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion etc. |
| 7 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer using mechanical means on WBM/WMM surface at the rate of 0.07-1.00 kg/ sqm. |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distibutor on the prepared bituminous / granular surface cleaned with mechanical broom (I) on granular surface pre-treated with priming coat @ 0.25-0.30 kg/sqm |
| 9 | Providing and laying 65mm thickness dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 per cent by weight of total mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. a). using bitumen 60/70 |
| 10 | Providing and laying bituminous concrete 30 mm thick with 60-80 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. ii) Grading - II: 13 mm (Nominal Size) A) Using Bitumen 60/70. |
| 11 | Reinforced cement Concrete M15 kilometre stone of standard design fixed in position including painting, and printing letters etc. a) 5th kilometre stone |
| 12 | b) Ordinary kilometre stone |
| 13 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i) 60 cm Equilateral Triangle |
| 14 | ii) 60 cm Circular |
| 15 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. |
| 16 | Metal Beam Crash Barrier-Type - A, \\"W\\" : Metal Beam Crash Barrier-Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, ISMB150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. |
| 17 | Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface - P/L of hot applied thermoplalstic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 18 | Construction of 1m span RCC Slab culvert: 17 Nos |
| 19 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00 m. |
| 20 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 21 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 22 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 23 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 24 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position. |
| 25 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 26 | Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material. |
| 27 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 28 | Construction of 1.5m span RCC Slab culvert: 9 Nos |
| 29 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00 m. |
| 30 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 31 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 32 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 33 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 34 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position. |
| 35 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 36 | Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 37 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 38 | Widening of 3.00m span RCC slab culvert-2 Nos |
| 39 | Earth work in excavation in foundation for structures complete as per drawing and technical specifiEarth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m.cation in Ordinary soil a) Depth upto 3.00 m. |
| 40 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 41 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 42 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 43 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 44 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position. |
| 45 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 46 | Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 47 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 48 | Construction of 6.00m Span RCC Slab Culvert- 2Nos |
| 49 | Earth work in excavation in foundation for structures complete as per drawing and technical specifiEarth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m.cation in Ordinary soil a) Depth upto 3.00 m. |
| 50 | b) Depth 3.00 m to 6.00 m |
| 51 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 52 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 53 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 54 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 55 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position. |
| 56 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 57 | Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 58 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 59 | Drainage spouts complete as per drawing and technical specification. (Size 260 x 260 mm). |
| 60 | Mild Steel railing as per drawing and technical specification. |
| 61 | Widening of 6.00m Span RCC Slab culvert- 9Nos |
| 62 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m. |
| 63 | b)Depth 3.00m to 6.00 m |
| 64 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 65 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 66 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 67 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. |
| 68 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates excluding steel but including centering and shuttering laid in position. |
| 69 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 70 | Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification. |
| 71 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 72 | Drainage spouts complete as per drawing and technical specification. (Size 260 x 260 mm). |
| 73 | Mild Steel railing as per drawing and technical specification. |
| 74 | Construction of CC Drain-8215 m |
| 75 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m. |
| 76 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 77 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 78 | Cement concrete 1 : 3 : 6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.50 m above ground/bed level i/c formwork. A) Concrete Bed |
| 79 | b) Walls |
| 80 | Construction of of Breast wall-2.5 High:974 m |
| 81 | Earth work in excavation in foundation for structure complete as per drawing and technical specification in Hard soil a) Depth upto 3.00m. |
| 82 | Backfilling behind abutment,wing walls,return walls complete as per drawing and technical specificationa)Gravelly material |
| 83 | Cement concrete 1 : 4 : 8 mix with 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.5m. above ground/bed level i/c formwork |
| 84 | Cement concrete 1 : 3 : 6 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.50 m above ground/bed level i/c formwork. |
| 85 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 86 | Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material. |
| 87 | Construction of Retaining wall-3.5 High:1074 m |
| 88 | Earth work in excavation in foundation for structure complete as per drawing and technical specification in Hard soil a) Depth upto 3.00m. |
| 89 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 90 | Cement concrete 1 : 4 : 8 mix with 40mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.5m. above ground/bed level i/c formwork |
| 91 | Cement concrete 1 : 3 : 6 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.50 m above ground/bed level i/c formwork. |
| 92 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 93 | Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification.a) Gravelly material. |
| 94 | Ring Culvert (5 Nos) |
| 95 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m. |
| 96 | Cement concrete 1 : 3 : 6 mix with stone aggregate 40 mm nominal size mechanically mixed and vibrated in foundation up to a depth of 1.5m below ground level and 1.50 m above ground/bed level i/c formwork. |
| 97 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : |
| 98 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar I :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (i) NP-3 ( 900 mm dia.) |
| 99 | Earth filling with surplus soil excavated from foundation and taken only outside of building plinth in 15 cm layers i/c ramming watering and consolidation lead up to 30 m i) Ordinary soil |
| 100 | 12 mm Cement plaster of mix: 1:4 (1 cement:4 fine sand) |
| 101 | Diversion for 6m RCC Culvert & Bailey Bridges (4 Nos.) |
| 102 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with all lifts and lead upto 1000 metres. |
| 103 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 104 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6(1 cement: 6 coarse sand) |
| 105 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar I :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (i) NP-3 ( 900 mm dia.) |
| 106 | Box Culvert 1 X 1 (7 Nos.) |
| 107 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.) (i) Ordinary soil (b) Mechanical Means (Depth upto 3m) |
| 108 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 109 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 110 | Supplying, fitting and placing un-coated HYSD barReinforcement in foundation complete as per Drawing and Technical Specifications |
| 111 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications (D) RCC Grade M25 using batching plant, transit mixer & Concrete pump |
| 112 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 113 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 114 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification(a) Gravally materials |
| 115 | Box Culvert 2 X 2 (5 Nos.) |
| 116 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.) (i) Ordinary soil (b) Mechanical Means (Depth upto 3m) |
| 117 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 118 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 119 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. b) cold twisted bars |
| 120 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications (D) RCC Grade M25 using batching plant, transit mixer & Concrete pump |
| 121 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specification. |
| 122 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 123 | Box Culvert 2 X 2 (Double Cell) (Protection work only) |
| 124 | Earth work in excavation in foundation for structures complete as per drawing and technical specification in Ordinary soil a) Depth upto 3.00m. |
| 125 | Cement concrete 1 : 4 : 8 mix with stone aggregate 40 mm. nominal size mechanically mixed and vibrated in foundation up to a depth of 1.50 m below ground level and 1.50 m. above ground/bed level i/c formwork |
| 126 | Plain cement concrete M-15 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated in superstructure upto 4m. above, 1.5m. from bed/ground level i/c formwork. |
| 127 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications (D) RCC Grade M25 using batching plant, transit mixer & Concrete pump |
| 128 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 129 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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