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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | L1 | Accepted-AOC Bid Accepted Hence L1 Bidder | |
| 2 | L2₹13.2 L+₹22,399.73 (1.72%)Rejected-AOC | L2 | Rejected-AOC Bid Rejected Hence L2 Bidder |
| Sl No | Description | Qty | Unit | Natpavi Associatess L2 | ADITYA Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Upgradation of the road from Veeranampalayam BT Road to Karaipudur (via) Burial ground H/O Veeranampalayam | 1 | nos | - | - |
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. | 153.36 | sqm | 10 ₹1,533.6 | 6 ₹920.16 Lowest |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A | 112.32 | cum | 150 ₹16,848 | 140 ₹15,724.8 Lowest |
| 4.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 39.94 | cum | 540 ₹21,567.6 | 530 ₹21,168.2 Lowest |
| 5.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 104.38 | cum | 2,550 ₹2,66,169 | 2,540 ₹2,65,125.2 Lowest |
| 6.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 104.38 | cum | 2,610 ₹2,72,431.8 | 2,600 ₹2,71,388 Lowest |
| 7.00 | 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. | 835 | sqm | 95 ₹79,325 | 88 ₹73,480 Lowest |
| 8.00 | 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 other incidental charges etc., | 835 | sqm | 25 ₹20,875 | 21 ₹17,535 Lowest |
| 9.00 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site | 835 | sqm | 325 ₹2,71,375 | 320 ₹2,67,200 Lowest |
| 10.00 | Provision for Single row pipe culvert | 1 | nos | - | - |
Tender Value
₹13.2 L
EMD Value
₹13,170
Closing Date
18 Feb 2026, 3:00 pmClosed
Block develpment officer (VP), Kangayam
Block develpment officer(VP), Kangayam
Tiruppur district, Kangayam block,Upgradation of the road veeranampalayam BT road to karaiputhur (via) Burial ground H/O veeranampalayam .VPGF 2025-26
2026_RDTN_653501_1
ROC NO.2836/2024/A2 dt.05.02.2026
Open Tender
Civil Works - Roads
Item Rate
Block development office (VP), Kangayam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹13,170
Yes
Block development office (VP), Kangayam
27 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation of the road from Veeranampalayam BT Road to Karaipudur (via) Burial ground H/O Veeranampalayam | - | nos | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. | 153.36 | sqm | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS 20 A | 112.32 | cum | - | - |
| 4 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 39.94 | cum | - | - |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 104.38 | cum | - | - |
| 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 104.38 | cum | - | - |
| 7 | 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. | 835 | sqm | - | - |
| 8 | 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 other incidental charges etc., | 835 | sqm | - | - |
| 9 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site | 835 | sqm | - | - |
| 10 | Provision for Single row pipe culvert | 1 | nos | - | - |
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