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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.4 Cr+₹44.3 L (7.50%)Admitted-Finance NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | ₹6.4 Cr+₹44.3 L (7.50%) | L2 | Admitted-Finance |
| 3 | L3₹6.4 Cr+₹44.8 L (7.57%)Admitted-Finance 2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | ₹6.4 Cr+₹44.8 L (7.57%) | L3 | Admitted-Finance |
| 4 | L4₹6.5 Cr+₹60.8 L (10.3%)Admitted-Finance | ₹6.5 Cr+₹60.8 L (10.3%) | L4 | Admitted-Finance |
| 5 | L5₹7.1 Cr+₹1.2 Cr (19.6%)Admitted-Finance OLD NO 5 NEW NO 7 LAKSHMI GARDENS 3RD FLOOR 4TH STREET RANGARAJAPURAM SRINAGAR COLONY SAIDAPET CHENNAI 600015 | CHENNAI | CHENNAI | TAMIL NADU | 600015 | ₹7.1 Cr+₹1.2 Cr (19.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Creators Engineers and Interiors Pvt Ltd L5 | DAMU CONSTRUCTIONS L4 | R.Krishnamurthy and Co L3 | P B N CONSTRUCTION / SANKAR .B L1 | VNV ENGINEERS AND CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | 1,000 | Sq.m | 64 ₹64,000 | 5 ₹5,000 Lowest | 10 ₹10,000 | 10 ₹10,000 | 5 ₹5,000 Lowest |
| 2.00Cutting and Filling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in-charge. | ||||||||
| 2.10 | Girth beyond 30cm, up to and including 60cm, measured at 0.5m above ground level | 20 | Each | 6,491 ₹1,29,820 | 300 ₹6,000 | 1,500 ₹30,000 | 250 ₹5,000 Lowest | 500 ₹10,000 |
| 3.00Removal and refixing of existing GI chain link fencing with fencing post, SS concertina coil, Barbed wire at a height upto 4.0m over RR masonry wall including braking the concrete and removal of fencing post from RR masonry, lifting, loading, transporting, unloading and stacking as place shown by Engineer-in-charge upto a lead of 1.0km. The rates shall includes making approches, to reach the fence area, tools, tackles and labour etc., all complete and as directed by the Engineer-in-charge. | ||||||||
| 3.10 | Removal of existing GI chain link fencing with RCC fence post | 200 | Metre | 226 ₹45,200 | 250 ₹50,000 | 150 ₹30,000 Lowest | 250 ₹50,000 | 200 ₹40,000 |
| 3.20 | Refixing of existing GI chain link fencing with RCC fence post | 100 | Metre | 334 ₹33,400 Lowest | 400 ₹40,000 | 550 ₹55,000 | 1,000 ₹1,00,000 | 400 ₹40,000 |
| 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 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 (loose). | ||||||||
| 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 | 5,000 | Cu.m | 226 ₹11,30,000 | 400 ₹20,00,000 | 260 ₹13,00,000 | 225 ₹11,25,000 Lowest | 400 ₹20,00,000 |
| 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 | 1,000 | Cu.m | 325 ₹3,25,000 | 430 ₹4,30,000 | 280 ₹2,80,000 | 225 ₹2,25,000 Lowest | 550 ₹5,50,000 |
| 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.
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. | 2,500 | Cu.m | 1,810 ₹45,25,000 | 1,100 ₹27,50,000 | 1,150 ₹28,75,000 | 1,000 ₹25,00,000 Lowest | 1,050 ₹26,25,000 |
Tender Value
₹6.6 Cr
EMD Value
₹13.3 L
Closing Date
28 Apr 2026, 4:00 pmClosed
Project Director
Office of the Project Director, FRFCF-NRB, Kalpakkam.
Construction of Vehicle Parking shed and associated works at FRFCF Kalpakkam
2026_BARC_903628_1
NRB/FRFCF/CIVIL/2025-2026/076
Open Tender
Civil Works - Others
Item Rate
300 days
FRFCF, Kalpakkam
Please refer tender document
8 documents required · 8 mandatory
₹0
₹13.3 L
FRFCF, Kalpakkam
15 Jul 2026
26 Mar 2026
6 May 2026
26 Mar 2026
28 Apr 2026
14 Apr 2026
26 Mar 2026 - 9 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. | |||||
| 2Cutting and Filling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in-charge. | |||||
| 2.1 | Girth beyond 30cm, up to and including 60cm, measured at 0.5m above ground level | - | Each | - | - |
| 3Removal and refixing of existing GI chain link fencing with fencing post, SS concertina coil, Barbed wire at a height upto 4.0m over RR masonry wall including braking the concrete and removal of fencing post from RR masonry, lifting, loading, transporting, unloading and stacking as place shown by Engineer-in-charge upto a lead of 1.0km. The rates shall includes making approches, to reach the fence area, tools, tackles and labour etc., all complete and as directed by the Engineer-in-charge. | |||||
| 3.1 | Removal of existing GI chain link fencing with RCC fence post | - | Metre | - | - |
| 3.2 | Refixing of existing GI chain link fencing with RCC fence post | - | Metre | - | - |
| 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 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 (loose). | |||||
| 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 | - | 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 | - | Cu.m | - | - |
| 5Engineered 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. | |||||
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