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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹92.9 LAccepted-Finance | ₹92.9 L | 1 | Accepted-Finance Being L1 |
| 2 | 2₹94.1 L+₹1.2 L (1.30%)Accepted-Finance | ₹94.1 L+₹1.2 L (1.30%) | 2 | Accepted-Finance Being L2 |
| 3 | 3₹96.8 L+₹3.9 L (4.19%)Accepted-Finance | ₹96.8 L+₹3.9 L (4.19%) | 3 | Accepted-Finance Being L3 |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
3 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Construction of rural road from NH-04 to Abhaygarh village for a length of 2.00 Km - Balance work - Actual length 1.22 Km.
2026_APWD_22062_1
52/2025-26/SE/CC-I/CD-I RGT
Open Tender
Civil Works - Roads
Percentage
180 days
Baratang
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹2.0 L
Conference hall of SE, CC-I, Sri Vijayapuram
1 Apr 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
3 Mar 2026
27 Feb 2026
24 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Construction 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.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately):
With paving Asphalt grade VG - 30
Providing 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 :
On W.B.M. @ 0.75 Kg / sqm
Carriage of earth by mechanical transport for an average lead of 1.00 km i/c loading, unloading and stacking at site complete as per direction Engineer-in-charge.
For an average lead of 1.00 Km
Total of Quoted Amount (A)
05 YEARS MAINTENANCE PROVISIONS
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
Total of Maintanance Cost of (B)
Grand Total Of (A+B)
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