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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹93.1 L | L1 | Accepted-AOC L1 BIDDER. |
| 2 | L2₹98.2 L+₹5.1 L (5.47%)Rejected-Finance HAROPARA PART 1 P O JHAROBARI P S PALASHBARI DIST KAMRUP PIN 781122 | KAMRUP | ASSAM | 781122 | ₹98.2 L+₹5.1 L (5.47%) | L2 | Rejected-Finance OTHER THAN L1 BIDDER. |
| 3 | L3₹99.1 L+₹6.0 L (6.47%)Rejected-Finance | ₹99.1 L+₹6.0 L (6.47%) | L3 | Rejected-Finance OTHER THAN L1 BIDDER. |
| 4 | L4₹1.0 Cr+₹7.0 L (7.55%)Rejected-Finance | ₹1.0 Cr+₹7.0 L (7.55%) | L4 | Rejected-Finance OTHER THAN L1 BIDDER. |
| 5 | L5₹1.1 Cr+₹11.9 L (12.8%)Rejected-Finance | ₹1.1 Cr+₹11.9 L (12.8%) | L5 | Rejected-Finance OTHER THAN L1 BIDDER. |
Tender Value
₹1.3 Cr
Closing Date
18 Jun 2026, 3:00 pmClosed
DEBU KARMAKAR
INDIAN OIL BHAWAN, 2,GARAIAHAT ROAD(S), KOLKATA-700068
IOAOD ENGG-Development of NRO WITHIN 3KM OF HPCL RO BHOIRYMBONG HP REFILLING CENTRE ON MDR 28 NOT ON NH Dist RI-BHOI, MEGHALAYA under Guwahati Divisional office.
2026_ERO_190202_1
ER-MAC/2026-27/LT/102
Limited
Civil Works
Works
105 days
WITHIN 3KM OF HPCL RO BHOIRYMBONG HP REFILLING CEN
PLEASE REFER TENDER DOCUMENTS.
2 documents required · 2 mandatory
Exempted
23 Jul 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
18 Jun 2026
11 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 |
|---|---|---|---|---|---|
| 1 | LAND DEVELOPMENT | - | - | - | - |
| 2 | 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 earth within premises | - | M2 | 136.22 | - |
| 3 | CONSTRUCTION OF SALES BUILDING | - | - | - | - |
| 4 | i) All kinds of Soil | - | M3 | 158.03 | - |
| 5 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil | - | M3 | 78.57 | - |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m | - | M3 | 190.88 | - |
| 7 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. | - | - | - | - |
| 8 | i) Local Fine Sand within grading zone IV | - | M3 | 1,319.36 | - |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil | - | M2 | 410.52 | - |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth | - | M2 | 533.64 | - |
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