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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC | ₹33.7 L | L1 | Accepted-AOC Admitted |
| 2 | L1₹33.9 LRejected-AOC | ₹33.9 L | L1 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical 1_Balance Sheet Profit loss with UDIN Number not submitted_ 2_Experience in works of Similar nature and 50 persentage of the bid value is not Satisfied_ 3_Details of Construction Equipments_ Tools and Plants Vehicles are not enclosed Properly |
| Sl No | Description | Qty | Unit | Alagesan Contractor L2 | Perumalsamy Contractor L1 |
|---|---|---|---|---|---|
| 1.001. Upgradation of road from Sri Lankan Refugees Camp (Main Street) @ Kethunaickanpatti Village H/o. Moondrampatti Rs.22.920 lakhs | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to | 153.36 | Sqm | 6 ₹920.16 Lowest | 6 ₹920.16 Lowest |
| 3.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content | 38.34 | Cum | 341 ₹13,073.94 | 340 ₹13,035.6 Lowest |
| 4.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 159.75 | Cum | 2,572 ₹4,10,877 | 2,562 ₹4,09,279.5 Lowest |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 239.63 | Cum | 2,680 ₹6,42,208.4 | 2,669 ₹6,39,572.47 Lowest |
| 6.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 1,597.5 | Sqm | 106 ₹1,69,335 Lowest | 106 ₹1,69,335 Lowest |
| 7.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all | 1,597.5 | Sqm | 28 ₹44,730 | 27 ₹43,132.5 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 39.94 | Cum | 15,976 ₹6,38,081.44 | 15,910 ₹6,35,445.4 Lowest |
| 9.002.Construction of Drainage with Cover Slab and Paver Block from Sri Lankan Refugees Camp Street-7 @ Kethunaickanpatti Village H/o. Moondrampatti - Rs.11.350 Lakhs | |||||
| 10.00Earth work Excavation for Foundation in all soils and Sub Soil as per SS20B for foundation etc. complete.SS 20B | |||||
Tender Value
₹34.3 L
EMD Value
₹35,000
Closing Date
6 Aug 2026, 3:00 pmClosed
The Project Director
DRDA Krishnagiri
Krishnagiri DT - Package No.01 Srilankan Refugees Phase II 2024-25 - Uthangarai Block Upgradation of road from Main Street and Construction of Drainage with Cover Slab and Paver Block Street 7 at Srilankan Refugee Camp at Kethunaickanpatti Village
2026_RDTN_686622_1
Roc_No_388_2022_R2_15_07_2026
Open Tender
Civil Works - Others
Item Rate
30 days
Uthangarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹35,000
DRDA Krishnagiri
27 Aug 2026
17 Jul 2026
6 Aug 2026
17 Jul 2026
6 Aug 2026
17 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Upgradation of road from Sri Lankan Refugees Camp (Main Street) @ Kethunaickanpatti Village H/o. Moondrampatti Rs.22.920 lakhs | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to | 153.36 | Sqm | - | - |
| 3 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content | 38.34 | Cum | - | - |
| 4 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 159.75 | Cum | - | - |
| 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 239.63 | Cum | - | - |
| 6 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 1,597.5 | Sqm | - | - |
| 7 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all | 1,597.5 | Sqm | - | - |
| 8 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 39.94 | Cum | - | - |
| 9 | 2.Construction of Drainage with Cover Slab and Paver Block from Sri Lankan Refugees Camp Street-7 @ Kethunaickanpatti Village H/o. Moondrampatti - Rs.11.350 Lakhs | - | - | - | - |
| 10 | Earth work Excavation for Foundation in all soils and Sub Soil as per SS20B for foundation etc. complete.SS 20B | - | - | - | - |
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