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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.5 Cr+₹3.9 L (2.59%)Rejected-Finance | ₹1.5 Cr+₹3.9 L (2.59%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | JOSEPH BENEDICT L2 | KDSJS CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Strengthening of Thachakodu Manavilagam Korottorkulam via vazapalli road in Adaikkakuzhi Panchayat of Munchirai Panchayat Union KM 0/0-1/730 R -115 VPR | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 455.04 | Cum | 7.36 ₹3,349.09 | 6.36 ₹2,894.05 Lowest |
| 3.00 | Earthwork Excavation for formation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A | 71.1 | Cum | 142.45 ₹10,128.2 | 140.45 ₹9,986 Lowest |
| 4.00 | Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc. | 1,264 | Cum | 25 ₹31,600 | 23.36 ₹29,527.04 Lowest |
| 5.00 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 71.1 | Cum | 149 ₹10,593.9 | 147.02 ₹10,453.12 Lowest |
| 6.00Providing 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. | |||||
| 7.00 | Km 0/0-1/0 | 132 | Cum | 3,002 ₹3,96,264 | 2,572.56 ₹3,39,577.92 Lowest |
| 8.00 | Km 1/0-1/730 | 164.25 | Cum | 3,002 ₹4,93,078.5 | 2,572.56 ₹4,22,542.98 Lowest |
| 9.00Providing 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. | |||||
| 10.00 | Km 0/0-1/0 | 1,056 | Cum | 125 ₹1,32,000 | 87.44 ₹92,336.64 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
18 Aug 2026, 3:00 pmClosed
Project Director
DRDA Collectorate Nagercoil
Strengthening and 5 Year Maintenance of 2 Road work in Package No TN-KKM-06 in Munchirai Block under NABARD RIDF 2026-27
2026_RDTN_688029_1
A4/488/2026 dated 20.07.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Munchirai Block Area
As per Technical Bid
3 documents required · 3 mandatory
₹0
₹1.6 L
DRDA Collectorate Nagercoil
27 Aug 2026
23 Jul 2026
18 Aug 2026
23 Jul 2026
18 Aug 2026
23 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of Thachakodu Manavilagam Korottorkulam via vazapalli road in Adaikkakuzhi Panchayat of Munchirai Panchayat Union KM 0/0-1/730
R -115 VPR | - | - | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | - | Cum | 6.36 | - |
| 3 | Earthwork Excavation for formation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A | 1 | Cum | 140.45 | ₹140.31 |
| 4 | Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc. | - | Cum | 23.36 | - |
| 5 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | 1 | Cum | 147.02 | ₹146.87 |
| 6 | 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. | - | - | - | - |
| 7 | Km 0/0-1/0 | - | Cum | 2,572.56 | - |
| 8 | Km 1/0-1/730 | - | Cum | 2,572.56 | - |
| 9 | 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. | - | - | - | - |
| 10 | Km 0/0-1/0 | - | Cum | 87.44 | - |
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