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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAccepted-Finance PURULIA | WEST BENGAL | 723101 | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹10.3 Cr+₹89,103.44 (0.09%)Accepted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L2 | Accepted-Finance Being L2 |
Tender Value
₹9.6 Cr
EMD Value
₹19.2 L
Closing Date
22 Dec 2025, 3:00 pmClosed
EE, CD-III, APWD, P Pur
O/o EE, CD-III, APWD, P Pur
Improvement of State Highway SH 08 from Manglutan Junction to Wandoor Beach chainage 1.75Km to 6.00 and 8.00 to 9.75 Km under CD III, APWD, Prothrapur
2025_APWD_21105_1
NIT NO 26/EE/CD-III/2025-26
Open Tender
Civil Works - Roads
Works
120 days
wandoor
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹19.2 L
23 Dec 2025
19 Dec 2025
22 Dec 2025
20 Dec 2025
22 Dec 2025
20 Dec 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 1.1 | All kinds of soil. | 3,780 | cum | 334.8 | ₹12,65,544 | - |
| 2Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | ||||||
| 2.1 | On bituminous surface @ 0.50 Kg / sqm | 69,300 | sqm | 65.5 | ₹45,39,150 | - |
| 3Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | ||||||
| 3.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 2,970 | cum | 11,906.3 | ₹3,53,61,711 | - |
| 4Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | ||||||
| 4.1 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 1,733 | cum | 17,683.4 | ₹3,06,45,332.2 | - |
| 5 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 1,260 | sqm | 645.4 | ₹8,13,204 | - |
| 6Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. | ||||||
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