Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹78,530 (0.46%)Admitted-Finance | ₹1.7 Cr+₹78,530 (0.46%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹2.9 L (1.68%)Admitted-Finance | ₹1.7 Cr+₹2.9 L (1.68%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹22.7 L (13.3%)Admitted-Finance | ₹1.9 Cr+₹22.7 L (13.3%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical NO 74 SADRAS MAIN ROAD NARASANKUPPAM VILLAGE 603109 MULLIKULATHUR POST THIRUKKAZUKUNDRAM TALUK CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603109 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | DAMU CONSTRUCTIONS L1 | power system L3 | Anusha Enterprises L2 | SEKAR CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation by mechnical 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, lines and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottomof trenches, dressing of sides, stacking the excavated material away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/ disposing the surplus excavated earth (Disposal soil to be leveled by breaking clods, if any and neatly dressed and levelled) within lead specified below all complete as per specification and as directed by the EIC. All kinds of soil with depth upto 1.5m below average ground level and disposing surplus excavated earth upto a lead of 200metres. | 1,780 | Cu.m. | 550 ₹9,79,000 | 400 ₹7,12,000 | 730 ₹12,99,400 | 350 ₹6,23,000 Lowest |
| 2.00 | Earthwork excavation by mechnical 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, lines and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottomof trenches, dressing of sides, stacking the excavated material away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/ disposing the surplus excavated earth (Disposal soil to be leveled by breaking clods, if any and neatly dressed and levelled) within lead specified below all complete as per specification and as directed by the EIC. 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 200 meters. | 1,410 | Cu.m. | 650 ₹9,16,500 | 450 ₹6,34,500 | 780 ₹10,99,800 | 400 ₹5,64,000 Lowest |
| 3.00 | Earthwork excavation by mechnical 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, lines and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottomof trenches, dressing of sides, stacking the excavated material away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/ disposing the surplus excavated earth (Disposal soil to be leveled by breaking clods, if any and neatly dressed and levelled) within lead specified below all complete as per specification and as directed by the EIC. 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 200 metres. | 220 | Cu.m. | 700 ₹1,54,000 | 750 ₹1,65,000 | 830 ₹1,82,600 | 450 ₹99,000 Lowest |
| 4.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. All kinds of soft rock with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 310 | Cu.m. | 600 ₹1,86,000 Lowest | 1,050 ₹3,25,500 | 900 ₹2,79,000 | 1,500 ₹4,65,000 |
| 5.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. All kinds of soft rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 260 | Cu.m. | 800 ₹2,08,000 Lowest | 1,300 ₹3,38,000 | 1,370 ₹3,56,200 | 1,600 ₹4,16,000 |
| 6.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. All kinds of soft rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 1,130 | Cu.m. | 1,200 ₹13,56,000 Lowest | 1,650 ₹18,64,500 | 1,400 ₹15,82,000 | 1,700 ₹19,21,000 |
| 7.00 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge.All kinds of soft rock with depth exceeding 4.5m but not exceeding 6m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 180 | Cu.m. | 1,200 ₹2,16,000 Lowest | 1,850 ₹3,33,000 | 1,500 ₹2,70,000 | 2,200 ₹3,96,000 |
| 8.00 | Earthwork excavation for foundation, substructures, plinth beam, cess pits & trenches, and all kinds of foundation etc., in hard rock (by chiseling) for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the hard rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. All kinds of hard rock with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 440 | Cu.m. | 1,000 ₹4,40,000 Lowest | 2,300 ₹10,12,000 | 1,600 ₹7,04,000 | 3,500 ₹15,40,000 |
| 9.00 | Earthwork excavation for foundation, substructures, plinth beam, cess pits & trenches, and all kinds of foundation etc., in hard rock (by chiseling) for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the hard rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. All kinds of hard rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 260 | Cu.m. | 3,000 ₹7,80,000 | 2,500 ₹6,50,000 | 2,200 ₹5,72,000 Lowest | 3,600 ₹9,36,000 |
| 10.00 | Earthwork excavation for foundation, substructures, plinth beam, cess pits & trenches, and all kinds of foundation etc., in hard rock (by chiseling) for the following depth from average ground level up to the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, leveling and ramming 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 earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the hard rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. 8h)All kinds of hard rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth up to a lead of 200 metres. | 550 | Cu.m. | 4,000 ₹22,00,000 | 2,700 ₹14,85,000 Lowest | 3,700 ₹20,35,000 | 4,000 ₹22,00,000 |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
14 Oct 2025, 3:00 pmClosed
General Manager, INRP(K)
Office of GM, 608 Building, BARC, Kalpakkam
Construction Of Deeper Disposal Modules In CWMF
2025_BARC_879049_1
BARCF/INRPK-MA/CW/TR/125/2025
Open Tender
Civil Works - Others
Item Rate
240 days
INRPK/NRB/BARC/Kalpakkam
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹3.7 L
13 Nov 2025
29 Sept 2025
21 Oct 2025
29 Sept 2025
14 Oct 2025
29 Sept 2025
29 Sept 2025 - 10 Oct 2025
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .