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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAdmitted-Finance | ₹15.9 L | L1 | Admitted-Finance |
| 2 | L2₹20.2 L+₹4.3 L (27.1%)Admitted-Finance MISSION ROAD GOLAGHAT ASSAM 785621 | GOLAGHAT | GOLAGHAT | ASSAM | 785621 | ₹20.2 L+₹4.3 L (27.1%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically rejected as per TR |
| Sl No | Description | Qty | Unit | DARSAN GOHAIN L2 | TUSHTA GHOSH L1 |
|---|---|---|---|---|---|
| 10.00 | Preparation of Structural Design & drawings for G+1 UPS cum Battery room structure in available area of 8m x 5m space as per NRL’s requirement and obtain approval thereof from authorised Govt. Agency / Institution / Chartered Structural Engineer. Thereafter, approval of drawing to be taken from EIC before start of work. | 1 | LS | 49,155 ₹49,155 | 25,000 ₹25,000 Lowest |
| 20.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 75 | M2 | 16.74 ₹1,255.5 | 7.5 ₹562.5 Lowest |
| 30.00 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Beyond 30 cm girth upto and including 60 cm girth | 2 | EA | 506 ₹1,012 | 500 ₹1,000 Lowest |
| 40.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | 65.32 | M3 | 168.83 ₹11,027.98 Lowest | 220 ₹14,370.4 |
| 50.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | 5 | M3 | 1,959 ₹9,795 | 1,500 ₹7,500 Lowest |
| 60.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. | 60.32 | M3 | 186 ₹11,219.52 | 130 ₹7,841.6 Lowest |
| 70.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 80 | M3 | 1,996 ₹1,59,680 | 1,410 ₹1,12,800 Lowest |
| 80.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 5.87 | M3 | 7,493 ₹43,983.91 | 6,100 ₹35,807 Lowest |
| 90.00 | Providing and laying in position ready mixed design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level: Concrete of M25 grade with minimum cement content of 330 kg /cum | 17.33 | M3 | 9,040 ₹1,56,663.2 | 7,800 ₹1,35,174 Lowest |
| 100.00 | Providing and laying in position ready mixed design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level: Concrete of M25 grade with minimum cement content of 330 kg /cum | 16.02 | M3 | 9,378 ₹1,50,235.56 | 8,700 ₹1,39,374 Lowest |
Tender Value
Refer Docs
EMD Value
₹47,000
Closing Date
24 Aug 2026, 11:00 amClosed
Mrityunjoy Khound 9435139019
Numaligarh Refinery Limited
Construction of UPS cum Battery room beside QC lab at SMT
2026_NRL_921404_1
PUR1012819
Open Tender
Civil Works - Buildings
Works
120 days
SMT, NRL
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹47,000
Yes
16 Sept 2026
10 Aug 2026
25 Aug 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 10 | Preparation of Structural Design & drawings for G+1 UPS cum Battery room structure in available area of 8m x 5m space as per NRL’s requirement and obtain approval thereof from authorised Govt. Agency / Institution / Chartered Structural Engineer. Thereafter, approval of drawing to be taken from EIC before start of work. | 1 | LS | - | - |
| 20 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 75 | M2 | - | - |
| 30 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. : Beyond 30 cm girth upto and including 60 cm girth | 2 | EA | - | - |
| 40 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil. | 65.32 | M3 | - | - |
| 50 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | 5 | M3 | - | - |
| 60 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. | 60.32 | M3 | - | - |
| 70 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 80 | M3 | - | - |
| 80 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 5.87 | M3 | - | - |
| 90 | Providing and laying in position ready mixed design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level: Concrete of M25 grade with minimum cement content of 330 kg /cum | 17.33 | M3 | - | - |
| 100 | Providing and laying in position ready mixed design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level: Concrete of M25 grade with minimum cement content of 330 kg /cum | 16.02 | M3 | - | - |
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