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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAdmitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹11.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.4 Cr+₹38.8 L (3.51%)Admitted-Finance | ₹11.4 Cr+₹38.8 L (3.51%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L1 | SEKAR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 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. | 1,750 | Cu.m | 550 ₹9,62,500 Lowest | 625 ₹10,93,750 |
| 1.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 1Km. | 200 | Cu.m | 600 ₹1,20,000 Lowest | 700 ₹1,40,000 |
| 2.00 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barir under and alrond the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimetr of the building including all byeworks complete as per specification/IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completeion of the foundations i) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work ot be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 (six) years shall be furnished b the tenderer. Payment will be cleared only after submission of Guarantee. | 200 | Sq.m | 180 ₹36,000 Lowest | 185 ₹37,000 |
| 3.00 | 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.
Note :
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. | 300 | Cu.m | 1,600 ₹4,80,000 Lowest | 1,626 ₹4,87,800 |
| 4.00Construction 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. | |||||
| 4.10 | for Grading-I material | 50 | Cu.m | 1,800 ₹90,000 | 1,725 ₹86,250 Lowest |
| 5.00 | 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. | 100 | Cu.m | 1,700 ₹1,70,000 | 1,680 ₹1,68,000 Lowest |
| 6.00 | Supplying & placing Filcrete using cement 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. | 10 | Cu.m | 9,000 ₹90,000 Lowest | 9,200 ₹92,000 |
| 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. | 100 | Cu.m | 9,500 ₹9,50,000 Lowest | 9,800 ₹9,80,000 |
Tender Value
₹9.7 Cr
EMD Value
₹19.4 L
Closing Date
6 Nov 2025, 4:00 pmClosed
Chief Executive, NRB,FRFCF
Office of the Project Director, FRFCF-NRB, Kalpakkam
Construction of RCC drains, finishing works in process areas and associated electrical works in building 306 at FRFCF project site, Kalpakkam
2025_BARC_875119_1
NRB/FRFCF/CIVIL/2025-2026/031
Open Tender
Civil Works - Others
Item Rate
365 days
FRFCF, Kalpakkam
Please refer tender document
8 documents required · 8 mandatory
₹0
₹19.4 L
FRFCF, Kalpakkam
15 Jul 2026
29 Aug 2025
14 Nov 2025
29 Aug 2025
6 Nov 2025
19 Sept 2025
29 Aug 2025 - 12 Sept 2025
15 Sept 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. | 1,750 | 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 upto a lead of 1Km. | 200 | Cu.m | - | - |
| 2 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional anti termite treatment and creating a chemical barir under and alrond the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimetr of the building including all byeworks complete as per specification/IS 6313:2001 and direction of Engineer-in-charge. Only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completeion of the foundations i) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work ot be executed by M/s Pest Control (India) or any other approved agency and specified guarantee for 6 (six) years shall be furnished b the tenderer. Payment will be cleared only after submission of Guarantee. | 200 | Sq.m | - | - |
| 3 | 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.
Note :
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. | 300 | Cu.m | - | - |
| 4Construction 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. | |||||
| 4.1 | for Grading-I material | 50 | Cu.m | - | - |
| 5 | 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. | 100 | Cu.m | - | - |
| 6 | Supplying & placing Filcrete using cement 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. | 10 | 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. | 100 | Cu.m | - | - |
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