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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 CrAdmitted-Finance | ₹8.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.2 Cr+₹53.3 L (6.18%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹9.2 Cr+₹53.3 L (6.18%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L2 | DAMU CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity. 2. Refilling shall be done in layers of not more than 300mm. | |||||
| 1.10 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 2,150 | Cu.m | 375 ₹8,06,250 Lowest | 400 ₹8,60,000 |
| 1.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 30 | Cu.m | 475 ₹14,250 | 450 ₹13,500 Lowest |
| 2.00Construction of granular sub-bass by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge. | |||||
| 2.10 | for Grading-I material | 50 | Cu.m | 1,600 ₹80,000 Lowest | 1,800 ₹90,000 |
| 3.00 | Providing gravel/murram backing/filling 75mm thick (consolidated thickness)for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, compacting by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer. | 50 | Cu.m | 1,600 ₹80,000 | 1,300 ₹65,000 Lowest |
| 4.00 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | 100 | Cu.m | 9,250 ₹9,25,000 | 8,500 ₹8,50,000 Lowest |
| 5.00Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 5.10 | M30 grade with 380 kg of PPC per cu.m. of concrete upto plinth level | 700 | Cu.m | 12,250 ₹85,75,000 | 9,500 ₹66,50,000 Lowest |
| 5.20 | M30 grade with 380 kg of PPC per cu.m. of concrete for all floors | 180 | Cu.m | 12,600 ₹22,68,000 | 10,500 ₹18,90,000 Lowest |
Tender Value
₹7.7 Cr
EMD Value
₹15.4 L
Closing Date
24 Dec 2025, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Finishing works in Filter bank areas of Fuel Fabrication Plant including Civil, Electrical and Instrumentation works at FRFCF project site, Kalpakkam
2025_BARC_885963_1
NRB/FRFCF/CIVIL/2025-2026/052
Open Tender
Civil Works - Others
Works
365 days
FRFCF, Kalpakkam
Please refer tender document
8 documents required · 8 mandatory
₹0
₹15.4 L
FRFCF, Kalpakkam
15 Jul 2026
20 Nov 2025
2 Jan 2026
20 Nov 2025
24 Dec 2025
11 Dec 2025
20 Nov 2025 - 5 Dec 2025
8 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.) Note: 1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity. 2. Refilling shall be done in layers of not more than 300mm. | |||||
| 1.1 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 2,150 | Cu.m | - | - |
| 1.2 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 30 | Cu.m | - | - |
| 2Construction of granular sub-bass by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge. | |||||
| 2.1 | for Grading-I material | 50 | Cu.m | - | - |
| 3 | Providing gravel/murram backing/filling 75mm thick (consolidated thickness)for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, compacting by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer. | 50 | Cu.m | - | - |
| 4 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions.
Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.
2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.
3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | 100 | Cu.m | - | - |
| 5Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine washed crushed graded stone aggregates and washed crushed stone sand including testings as per QAP, weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, 14 days curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. | |||||
| 5.1 | M30 grade with 380 kg of PPC per cu.m. of concrete upto plinth level | 700 | Cu.m | - | - |
| 5.2 | M30 grade with 380 kg of PPC per cu.m. of concrete for all floors | 180 | Cu.m | - | - |
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