Tender For Emergent Maintenance Work Of The Existing Road Of The Project Construction Of 4-Lane Bridge Over Irang River On Imphal- Jiribam Road Section (95.500Km) Nh-37 (Old Nh-53) In The State Of Manipur On Epc Mode At The Risk & Cost Of The Epc Con
Tender Value
69.36 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
17 days left
EMD
69360
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Imphal West → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Emergent Maintenance Work Of The Existing Road Of The Project Construction Of 4-Lane Bridge Over Irang River On Imphal- Jiribam Road Section (95.500Km) Nh-37 (Old Nh-53) In The State Of Manipur On Epc Mode At The Risk & Cost Of The Epc Contractor On Percentage Rate And Work Order Basis (3Rd Call).
BOQ
| Sl. No. | Item Description |
| 1 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 2 | Construction of Earthen Shoulders with Material Deposited from Roadway Cutting (Construction of sub-grade and earthen shoulders with approved matedal deposited at site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of table No. 300-2) |
| 3 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 4 | Providing, layng, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density |
| 5 | Providing and appllng primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rale of 0.70 kg/sqm using mechanical means |
| 6 | Providing and applying tack coat with bitumen emulsion sing emulsion pressure distributor at the rate of 0.20 kg per on the prepared bituminous/granular surface cleaned wth mechanical broom. |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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. 505 complete in all respects. |
| 8 | Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporling 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 |
| 9 | Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning ofsurface, painting oftack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) |
| 10 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glas beads as per IRC:35 .The finished surface to be level, uniform and free from sheaks and holes.) |
| 12 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to conosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 13 | Painting Two Coats on Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces |
| 14 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side) |
| 15 | Excavation for StructuresEarth 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 as per relevant clauses of section 300 & 2100. |
| 16 | PCC-M-15 (Foundation)Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsA. PCC Grade M15 (ii) |
| 17 | PCC-M-15 (Substructure)) Head WallPlain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsA. PCC Grade M15(i) Height up to 5 m |
| 18 | PCC-M-20 (Foundation)Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsB. PCC Grade M20 (ii) |
| 19 | PCC-M-20 (Substructure))Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB. PCC Grade M20(i) Height up to 5 m |
| 20 | RCC-M-25 (Super-Structure)Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Apron FlooringProviding and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.A. Rubble stone laid in cement mortar 1:3 |
| 23 | 1200 mm dia NP-4Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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