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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance | ₹2.7 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹2.8 Cr+₹67,582.46 (0.25%)Accepted-Finance | ₹2.8 Cr+₹67,582.46 (0.25%) | L2 | Accepted-Finance Being L2 |
| 3 | L3₹2.8 Cr+₹8.5 L (3.09%)Accepted-Finance | ₹2.8 Cr+₹8.5 L (3.09%) | L3 | Accepted-Finance Being L3 |
| 4 | L4₹2.9 Cr+₹13.2 L (4.82%)Accepted-Finance 2ND FLOOR 9 EZRA STREET KOLKATA WEST BENGAL 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹2.9 Cr+₹13.2 L (4.82%) | L4 | Accepted-Finance Being L4 |
| 5 | L5₹3.0 Cr+₹23.8 L (8.67%)Accepted-Finance MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹3.0 Cr+₹23.8 L (8.67%) | L5 | Accepted-Finance Being L5 |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
2 Jul 2026, 3:00 pmClosed
EE, CD-III, APWD, P/PUR
O/o EE, CD-III, APWD, P/PUR
Improvement of road NH04 Garacharma ATM main road to TTI via Dr. APJ Abdul Kalam Colony to Rajaji Nagar, Ward No. 18 under Sub Division No. III, CDIII, APWD, Prothrapur.
2026_APWD_23358_1
NIT No. 09/2026-27/SE/CC-I/CD-III/PP
Open Tender
Civil Works - Others
Works
180 days
Garacharma
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹6.3 L
Yes
O/o SE,CC-I,APWD, SVP
3 Jul 2026
16 Jun 2026
2 Jul 2026
17 Jun 2026
2 Jul 2026
25 Jun 2026
22 Jun 2026
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 % |
|---|---|---|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 972 | sqm | 205.75 | ₹1,99,989 | - |
| 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 W.B.M. @ 0.75 Kg / sqm | 818.63 | sqm | 124.7 | ₹1,02,083.16 | - |
| 2.2 | On bituminous surface @ 0.50 Kg / sqm | 14,027.87 | sqm | 90.4 | ₹12,68,119.45 | - |
| 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. | 0.2 | cum | 16,227.7 | ₹3,245.54 | - |
| 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 drum Type Hot Mix Plant of 60-90 TPH capacity. | 297.75 | cum | 24,569.1 | ₹73,15,449.52 | - |
| 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. | 265.65 | sqm | 645.4 | ₹1,71,450.51 | - |
| 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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