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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 Cr+₹51.4 L (8.28%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹6.7 Cr+₹51.4 L (8.28%) | L2 | Admitted-Finance |
| 3 | L3₹7.0 Cr+₹75.8 L (12.2%)Admitted-Finance | ₹7.0 Cr+₹75.8 L (12.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not meeting the NIT eligibility criteria of similar works and Bidding capacity. |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L2 | SEKAR CONSTRUCTIONS L3 | P B N CONSTRUCTION / SANKAR .B L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100m away manually or mechanically. complete all as directed by the Engineer-in-Charge. | 100 | Sq.m | 10 ₹1,000 Lowest | 20 ₹2,000 | 10 ₹1,000 Lowest |
| 2.00 | Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 100 metres all complete as per specification and as directed by the Engineer-in-charge. | 100 | Sq.m | 20 ₹2,000 | 30 ₹3,000 | 10 ₹1,000 Lowest |
| 3.00 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 50 | Cu.m | 250 ₹12,500 Lowest | 300 ₹15,000 | 400 ₹20,000 |
| 4.00Earthwork 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 compacting 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,levelled and compacted at specified location) 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.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. | ||||||
| 4.10 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 1,675 | Cu.m | 525 ₹8,79,375 | 520 ₹8,71,000 | 400 ₹6,70,000 Lowest |
| 4.20 | 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. | 1,220 | Cu.m | 575 ₹7,01,500 | 580 ₹7,07,600 | 400 ₹4,88,000 Lowest |
| 4.30 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 1km. | 1,400 | Cu.m | 725 ₹10,15,000 | 650 ₹9,10,000 | 475 ₹6,65,000 Lowest |
| 5.00 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification.
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | 10,710 | Cu.m | 1,250 ₹1,33,87,500 Lowest | 1,450 ₹1,55,29,500 | 1,250 ₹1,33,87,500 Lowest |
| 6.00 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | 160 | Cu.m | 7,500 ₹12,00,000 | 6,500 ₹10,40,000 Lowest | 7,000 ₹11,20,000 |
| 7.00 | 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. | 110 | Cu.m | 10,500 ₹11,55,000 | 10,000 ₹11,00,000 | 8,500 ₹9,35,000 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
10 Mar 2026, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam
Construction of RCC trenches and Pedestals for LLW pipe line in the eastern side of plant area at FRFCF project site, Kalpakkam
2026_BARC_897295_1
NRB/FRFCF/CIVIL/2025-2026/077
Open Tender
Civil Works - Others
Works
365 days
FRFCF, KALPAKKAM
Please refer tender document
8 documents required · 8 mandatory
₹0
₹12.6 L
FRFCF, Kalpakkam
15 Jul 2026
5 Feb 2026
19 Mar 2026
5 Feb 2026
10 Mar 2026
25 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100m away manually or mechanically. complete all as directed by the Engineer-in-Charge. | 100 | Sq.m | - | - |
| 2 | Area cleaning in and around the site by cleaning the bushes, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with a lead of 100 metres all complete as per specification and as directed by the Engineer-in-charge. | 100 | Sq.m | - | - |
| 3 | Leveling the area to the required gradient in all types of soil including cutting the mounds wherever required, for filling the low lying area in layers not more than 150mm thickness, each layer well rammed and consolidated by hand/mechanical roller including ramming, consolidation, levelling to proper gradient, dressing the top surface to the required level, conveying the surplus excavated soil by head load upto a lead of 200m, all complete as directed by Engineer-in-charge. | 50 | Cu.m | - | - |
| 4Earthwork 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 compacting 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,levelled and compacted at specified location) 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.The excavated subbase shall be tested for 95% proctor compaction density test. 2.Excavation scheme has to be submitted to department for approval of EIC before commencement of work. | |||||
| 4.1 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km | 1,675 | Cu.m | - | - |
| 4.2 | 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. | 1,220 | Cu.m | - | - |
| 4.3 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 1km. | 1,400 | Cu.m | - | - |
| 5 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification.
1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply.
3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. | 10,710 | Cu.m | - | - |
| 6 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. | 160 | Cu.m | - | - |
| 7 | 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. | 110 | Cu.m | - | - |
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