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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 CrAdmitted-Finance 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | ₹20.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.5 Cr+₹1.5 Cr (7.67%)Admitted-Finance | ₹21.5 Cr+₹1.5 Cr (7.67%) | L2 | Admitted-Finance |
| 3 | L3₹24.4 Cr+₹4.5 Cr (22.3%)Admitted-Finance 4B TOWN SQUARE CHINAR PARK RAJARHAT KOLKATA 700 136 | ₹24.4 Cr+₹4.5 Cr (22.3%) | L3 | Admitted-Finance |
| 4 | L4₹24.5 Cr+₹4.5 Cr (22.7%)Admitted-Finance | ₹24.5 Cr+₹4.5 Cr (22.7%) | L4 | Admitted-Finance |
| 5 | L5₹28.9 Cr+₹8.9 Cr (44.4%)Admitted-Finance | ₹28.9 Cr+₹8.9 Cr (44.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shree Gautam Construction Co. Ltd. L1 | Tribeni Constructions Limited L3 | JYOTSONS CONSTRUCTION L5 | M/s Mayur Associates L4 | BRAHMAPUTRA CONSTRUCTION AND CONSULTANCY L2 |
|---|---|---|---|---|---|---|---|---|
| 10.00PART A- Civil & Interior | ||||||||
| 10.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 200 | M3 | 1,000 ₹2,00,000 Lowest | 1,500 ₹3,00,000 | 2,800 ₹5,60,000 | 2,800 ₹5,60,000 | 1,200 ₹2,40,000 |
| 10.00 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 1,100 | Kg | 5 ₹5,500 Lowest | 25 ₹27,500 | 6 ₹6,600 | 8 ₹8,800 | 15 ₹16,500 |
| 10.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 120 | M2 | 40 ₹4,800 | 700 ₹84,000 | 80 ₹9,600 | 25 ₹3,000 | 21 ₹2,520 Lowest |
| 10.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | 50 | M2 | 60 ₹3,000 | 300 ₹15,000 | 70 ₹3,500 | 20 ₹1,000 Lowest | 32 ₹1,600 |
| 10.01 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 1,500 | M3 | 250 ₹3,75,000 | 300 ₹4,50,000 | 450 ₹6,75,000 | 180 ₹2,70,000 Lowest | 260 ₹3,90,000 |
| 10.01 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 300 | M2 | 800 ₹2,40,000 | 1,350 ₹4,05,000 | 921.6 ₹2,76,480 | 700 ₹2,10,000 Lowest | 850 ₹2,55,000 |
| 10.01 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m. All kinds of soil | 800 | M2 | 30 ₹24,000 | 19 ₹15,200 Lowest | 33.28 ₹26,624 | 28 ₹22,400 | 25 ₹20,000 |
| 10.01 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 500 mm dia piles | 620 | Meter | 3,700 ₹22,94,000 Lowest | 4,500 ₹27,90,000 | 5,200 ₹32,24,000 | 3,700 ₹22,94,000 Lowest | 4,500 ₹27,90,000 |
| 10.01 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap anddismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) | 1 | EA | 1,00,000 ₹1,00,000 Lowest | 4,50,000 ₹4,50,000 | 1,10,000 ₹1,10,000 | 3,70,000 ₹3,70,000 | 2,50,000 ₹2,50,000 |
Tender Value
Refer Docs
EMD Value
₹40.5 L
Closing Date
2 Mar 2026, 11:00 amClosed
Mrityunjoy Khound 9435139019
Numaligarh Refinery Limited
Construction of VKNRL Hospital Extension building at NRL Township and external site development works
2026_NRL_896409_1
PUR1011630
Open Tender
Civil Works
Works
720 days
Numaligarh Refinery Limited
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹40.5 L
Yes
As per tender
20 Apr 2026
31 Jan 2026
3 Mar 2026
31 Jan 2026
2 Mar 2026
31 Jan 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 10PART A- Civil & Interior | |||||
| 0.999 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 200 | M3 | - | - |
| 0.000 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 1,100 | Kg | - | - |
| 0.000 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 120 | M2 | - | - |
| 0.999 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm | 50 | M2 | - | - |
| 0.000 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 1,500 | M3 | - | - |
| 0.000 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 300 | M2 | - | - |
| 0.999 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m. All kinds of soil | 800 | M2 | - | - |
| 0.999 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 500 mm dia piles | 620 | Meter | - | - |
| 0.000 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap anddismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) | 1 | EA | - | - |
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