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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 CrAdmitted-Finance | ₹41.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹42.4 Cr+₹50.0 L (1.19%)Admitted-Finance | ₹42.4 Cr+₹50.0 L (1.19%) | L2 | Admitted-Finance |
| 3 | L3₹52.9 Cr+₹11.0 Cr (26.2%)Admitted-Finance | ₹52.9 Cr+₹11.0 Cr (26.2%) | L3 | Admitted-Finance |
| 4 | L4₹54.7 Cr+₹12.8 Cr (30.6%)Admitted-Finance | ₹54.7 Cr+₹12.8 Cr (30.6%) | L4 | Admitted-Finance |
| 5 | L5₹69.5 Cr+₹27.6 Cr (65.9%)Admitted-Finance NO 1 8 SENTHILAGAM AINDHUPANAI KADACHANALLUR ERODE 638 008 | NAMAKKAL | TAMIL NADU | 638008 | ₹69.5 Cr+₹27.6 Cr (65.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI LAXMI ENTERPRISE L2 | PRIYA ENGINEERING PROJECTS PRIVATE LIMITED L5 | Tuaman Engineering Limited L3 | sanjeev kumar contractors private limited L4 | G L GOLDEN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00PART-A ( Civil Works) | ||||||||
| 2.00EARTHWORK | ||||||||
| 2.01 | Earthwork in excavation in foundations of buildings, footings, columns, plinth beams, walls, machine/ equipment foundations, isolated pits, pavements, trenches for pipelines /cables, pipe sleepers, drains, etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift upto 1.5 M and disposal of surplus excavated materials anywhere within plant premises including stacking, levelling and dressing etc., complete as per direction of Engineer-in-Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting wherever necessary, complete in all respects as per direction of Engineer-in-Charge. | 25,077.6 | CuM | 224 ₹56,17,382.4 | 400 ₹1,00,31,040 | 260 ₹65,20,176 | 190 ₹47,64,744 | 175 ₹43,88,580 Lowest |
| 2.02 | Same as Item No. 1.01, but lift from 1.5 M to 3.0 M. | 8,472 | CuM | 268.8 ₹22,77,273.6 | 500 ₹42,36,000 | 375 ₹31,77,000 | 220 ₹18,63,840 Lowest | 250 ₹21,18,000 |
| 2.03 | Same as Item No. 1.01, but lift from 3.0 M to 4.5 M | 6,216 | CuM | 274.4 ₹17,05,670.4 Lowest | 750 ₹46,62,000 | 490 ₹30,45,840 | 280 ₹17,40,480 | 400 ₹24,86,400 |
| 2.04 | Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 500 metres, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering). | 5,706 | CuM | 184.8 ₹10,54,468.8 Lowest | 300 ₹17,11,800 | 215 ₹12,26,790 | 196 ₹11,18,376 | 220 ₹12,55,320 |
| 2.05 | Filling/Backfilling with available good earth (excluding rocks / boulders/rubbish etc.), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto plant premises including excavating, loading, unloading, transporatation, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering). | 1,698 | CuM | 212.8 ₹3,61,334.4 Lowest | 450 ₹7,64,100 | 295 ₹5,00,910 | 320 ₹5,43,360 | 320 ₹5,43,360 |
| 2.06 | Supplying and filling with selected good earth brought from source approved by the Engineer -in- Charge in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering (Rate shall include Royalty, Taxes, Octoroi, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering). | 492 | CuM | 408.8 ₹2,01,129.6 Lowest | 1,386 ₹6,81,912 | 710 ₹3,49,320 | 650 ₹3,19,800 | 525 ₹2,58,300 |
| 2.07 | Disposal of excavated earth / building rubbish / malba /coal ash and similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to municipal approved dumping ground or as approved by Engineer-in-charge, beyond 500 m initial lead, for lead distance upto 5 km including all lifts involved. | 17,094 | CuM | 179.2 ₹30,63,244.8 | 420 ₹71,79,480 | 315 ₹53,84,610 | 450 ₹76,92,300 | 150 ₹25,64,100 Lowest |
| 2.08 | Same as item no. 1.06 but for lead distance up to 5-10 km | 4,584 | CuM | 190.4 ₹8,72,793.6 Lowest | 490 ₹22,46,160 | 380 ₹17,41,920 | 500 ₹22,92,000 | 200 ₹9,16,800 |
Tender Value
Refer Docs
EMD Value
₹45.1 L
Closing Date
2 Dec 2025, 3:00 pmClosed
Project Manager
PDIL, Noida
CIVIL AND STRUCTURAL WORKS OF TOWNSHIP BOUNDARY WALL, APPROACH ROAD FOR EXISTING FACILITIES, STRENGTHENING OF OLD GASIFICATION SUBSTATION BUILDING AND OTHER MISCELLANEOUS FACILITIES INCLUDING ALLIED ELECTRICAL WORKS AT TALCHER FERTILIZERS LIMITED, T
2025_PDIL_882736_1
PNPM/PC-183/E-212/NCB DATED
Open Tender
Civil Works
Item Rate
Talcher
Please refer Tender documents
4 documents required · 4 mandatory
₹0
₹45.1 L
Yes
Online
27 Mar 2026
24 Oct 2025
3 Dec 2025
24 Oct 2025
2 Dec 2025
17 Nov 2025
30 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | PART-A ( Civil Works) | - | - | - | - |
| 0.0 | EARTHWORK | - | - | - | - |
| - | Earthwork in excavation in foundations of buildings, footings, columns, plinth beams, walls, machine/ equipment foundations, isolated pits, pavements, trenches for pipelines /cables, pipe sleepers, drains, etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift upto 1.5 M and disposal of surplus excavated materials anywhere within plant premises including stacking, levelling and dressing etc., complete as per direction of Engineer-in-Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting wherever necessary, complete in all respects as per direction of Engineer-in-Charge. | 25,077.6 | CuM | 10 | ₹2,50,776 |
| - | Same as Item No. 1.01, but lift from 1.5 M to 3.0 M. | 8,472 | CuM | 10 | ₹84,720 |
| - | Same as Item No. 1.01, but lift from 3.0 M to 4.5 M | 6,216 | CuM | 10 | ₹62,160 |
| - | Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 500 metres, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering). | 5,706 | CuM | 10 | ₹57,060 |
| - | Filling/Backfilling with available good earth (excluding rocks / boulders/rubbish etc.), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto plant premises including excavating, loading, unloading, transporatation, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering). | 1,698 | CuM | 10 | ₹16,980 |
| - | Supplying and filling with selected good earth brought from source approved by the Engineer -in- Charge in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering (Rate shall include Royalty, Taxes, Octoroi, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering). | 492 | CuM | 10 | ₹4,920 |
| - | Disposal of excavated earth / building rubbish / malba /coal ash and similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to municipal approved dumping ground or as approved by Engineer-in-charge, beyond 500 m initial lead, for lead distance upto 5 km including all lifts involved. | 17,094 | CuM | 10 | ₹1,70,940 |
| - | Same as item no. 1.06 but for lead distance up to 5-10 km | 4,584 | CuM | 10 | ₹45,840 |
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