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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.9 Cr+₹30.4 L (6.57%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹5.1 Cr+₹48.3 L (10.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | SAKTHI ENGINEERS L3 | A Perumal Constructions L1 | DAMU CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Trimming, Cutting and felling all types of trees girth beyond 60cm, up to and including 120cm, measured at 0.5m above ground level 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. | 4 | No | 2,700 ₹10,800 | 1,000 ₹4,000 Lowest | 2,500 ₹10,000 |
| 2.00 | Trimming, Cutting and felling all types of trees girth beyond 120cm, up to and including 240cm, measured at 0.5m above ground level 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. | 10 | No | 5,000 ₹50,000 | 2,000 ₹20,000 Lowest | 4,500 ₹45,000 |
| 3.00 | Trimming , Cutting and felling all types of trees girth above 240cm, measured at 0.5m above ground level 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 | No | 8,000 ₹16,000 | 5,000 ₹10,000 Lowest | 7,500 ₹15,000 |
| 4.00 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam & trenches all kind 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 leveling and ramming the bottom of trenches, dressing of sides, stacking the excavated material away from the edge of the trenches, refilling the sides of the 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 site -in-charge. All kind of soil with depth upto 1.5m below average ground level and disposing surplus excavated earth upto lead of 200 meters. | 2,600 | Cu.m | 725 ₹18,85,000 | 475 ₹12,35,000 Lowest | 700 ₹18,20,000 |
| 5.00 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam & trenches all kind 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 leveling and ramming the bottom of trenches, dressing of sides, stacking the excavated material away from the edge of the trenches, refilling the sides of the 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 site -in-charge. All kind of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 meters. | 850 | Cu.m | 900 ₹7,65,000 | 550 ₹4,67,500 Lowest | 850 ₹7,22,500 |
| 6.00 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches all kind of foundation etc., in soft rock for the following depth from average ground level upto the required line, 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 material away from the edge of the trenches, refilling the sides of the 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) 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 site -in-charge. All kind of soft rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 meters. | 20 | Cu.m | 1,000 ₹20,000 | 1,500 ₹30,000 | 900 ₹18,000 Lowest |
| 7.00 | Earthwork excavation for foundation, substructures, plinth beam, cess pits & trenches, and all kind of foundation etc., in hard rock (by chiseling) for the following depth from average ground level upto the required line, level and grades in both dry and wet conditions including shoring. strutting, bailing out of water if necessary, levelling 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 kind of hard of hard rock with depth exceeding 1.5m but not exceeding 3m below Ground level and disposing surplus excavated earth upto a lead of 200 meters | 10 | Cu.m | 3,500 ₹35,000 Lowest | 5,000 ₹50,000 | 3,500 ₹35,000 Lowest |
| 8.00 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. | 40 | Cu.m | 4,000 ₹1,60,000 | 3,000 ₹1,20,000 Lowest | 3,500 ₹1,40,000 |
| 9.00 | Supplying and filling the foundation and basement with Quarry dust, filling in the layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by Engineer. | 435 | Cu.m | 1,500 ₹6,52,500 | 2,600 ₹11,31,000 | 1,400 ₹6,09,000 Lowest |
| 10.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respects as per clause 406 of MoRT & H Specifications for road and bridge works ( 4th Revision ) and as directed by the Engineer -in - Charge. | 185 | Cu.m | 2,000 ₹3,70,000 | 3,200 ₹5,92,000 | 1,900 ₹3,51,500 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
1 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
General Manager, INRP(K)
Office of GM, 608 Building, BARC, Kalpakkam
Construction of Canteen building for INRPK, BARCF, Kalpakkam
2025_BARC_869903_1
BARCF/INR-PRJ/CI/TR/10/2025
Open Tender
Civil Works - Buildings
Item Rate
300 days
INRPK/NRB/BARC/Kalpakkam
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹9.4 L
19 Aug 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
1 Aug 2025
23 Jul 2025
23 Jul 2025 - 29 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Trimming, Cutting and felling all types of trees girth beyond 60cm, up to and including 120cm, measured at 0.5m above ground level 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. | 4 | No | - | - |
| 2 | Trimming, Cutting and felling all types of trees girth beyond 120cm, up to and including 240cm, measured at 0.5m above ground level 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. | 10 | No | - | - |
| 3 | Trimming , Cutting and felling all types of trees girth above 240cm, measured at 0.5m above ground level 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 | No | - | - |
| 4 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam & trenches all kind 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 leveling and ramming the bottom of trenches, dressing of sides, stacking the excavated material away from the edge of the trenches, refilling the sides of the 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 site -in-charge. All kind of soil with depth upto 1.5m below average ground level and disposing surplus excavated earth upto lead of 200 meters. | 2,600 | Cu.m | - | - |
| 5 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam & trenches all kind 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 leveling and ramming the bottom of trenches, dressing of sides, stacking the excavated material away from the edge of the trenches, refilling the sides of the 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 site -in-charge. All kind of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 meters. | 850 | Cu.m | - | - |
| 6 | Earthwork excavation by mechanical means (hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches all kind of foundation etc., in soft rock for the following depth from average ground level upto the required line, 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 material away from the edge of the trenches, refilling the sides of the 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) 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 site -in-charge. All kind of soft rock with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 meters. | 20 | Cu.m | - | - |
| 7 | Earthwork excavation for foundation, substructures, plinth beam, cess pits & trenches, and all kind of foundation etc., in hard rock (by chiseling) for the following depth from average ground level upto the required line, level and grades in both dry and wet conditions including shoring. strutting, bailing out of water if necessary, levelling 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 kind of hard of hard rock with depth exceeding 1.5m but not exceeding 3m below Ground level and disposing surplus excavated earth upto a lead of 200 meters | 10 | Cu.m | - | - |
| 8 | Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge. | 40 | Cu.m | - | - |
| 9 | Supplying and filling the foundation and basement with Quarry dust, filling in the layers of not more than 150mm thick, each layer well rammed and consolidated by hand/mechanical roller including watering, levelling, dressing the top surface to the required level complete all as per specification and as directed by Engineer. | 435 | Cu.m | - | - |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete in all respects as per clause 406 of MoRT & H Specifications for road and bridge works ( 4th Revision ) and as directed by the Engineer -in - Charge. | 185 | Cu.m | - | - |
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