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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC Below Est Rate |
| 2 | L2₹2.9 Cr+₹6.1 L (2.17%)Rejected-AOC | ₹2.9 Cr+₹6.1 L (2.17%) | L2 | Rejected-AOC Above Est Rate |
| Sl No | Description | Qty | Unit | SKP CONSTRUCTIONS L2 | VVR CONSTUCTION L1 |
|---|---|---|---|---|---|
| 1.00UPGRADATION OF THE ROAD NH-67 TO CHINNATHATHAMPALAYAM (VIA) PALLAMARUTHAPATTI (R-165) (KM 0/0-2/580) | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 2,741.77 | Sqm | 6 ₹16,450.62 Lowest | 6 ₹16,450.62 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 SS20 A | 3,453.48 | Cum | 143 ₹4,93,847.64 | 140 ₹4,83,487.2 Lowest |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,740.33 | Cum | 24 ₹41,767.92 | 23 ₹40,027.59 Lowest |
| 5.00 | Providing and Laying Gravel Soling to compacted thick including cost & 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 and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | 1,142.4 | Cum | 348 ₹3,97,555.2 | 341 ₹3,89,558.4 Lowest |
| 6.00 | 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) | 1,450.56 | Cum | 2,377 ₹34,47,981.12 | 2,326 ₹33,74,002.56 Lowest |
| 7.00 | 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. | 2,929.77 | Cum | 2,429 ₹71,16,411.33 | 2,377 ₹69,64,063.29 Lowest |
| 8.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 14,196.55 | Sqm | 89 ₹12,63,492.95 | 87 ₹12,35,099.85 Lowest |
| 9.00 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 14,212.5 | Sqm | 21 ₹2,98,462.5 Lowest | 21 ₹2,98,462.5 Lowest |
| 10.00 | Bituminous macadam (Grade II) 50MM thick using VC 30 providing laying 50mm consolidated thick Bituminous macadamusing 0.20 cum of 26.50,13.202.36mm and 0.08cum of 2.36mm and below size IRC metal with 37.00 kgs of VG 30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site heating the bitumen aggregate and mixing them in required temperature using central hot mix plant 20 -30 toncapacity conveying the mix etc complete. | 709.83 | Cum | 9,191 ₹65,24,047.53 | 8,994 ₹63,84,211.02 Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
27 Feb 2026, 3:00 pmClosed
District Collector/Chairman
DRDA, Collectorate, Karur
1.UPGRADATION OF THE ROAD NH-67 TO CHINNATHATHAMPALAYAM (VIA) PALLAMARUTHAPATTI (R-165) (KM 0/0-2/580)
2026_RDTN_661754_4
DIPR.1196/Tender/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA, Collectorate
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2.9 L
10 Aug 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
27 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | UPGRADATION OF THE ROAD NH-67 TO CHINNATHATHAMPALAYAM (VIA) PALLAMARUTHAPATTI (R-165) (KM 0/0-2/580) | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 1 | 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 SS20 A | - | Cum | - | - |
| 4 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1 | Cum | - | - |
| 5 | Providing and Laying Gravel Soling to compacted thick including cost & 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 and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | - | Cum | - | - |
| 6 | 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) | 1 | Cum | - | - |
| 7 | 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. | 1 | Cum | - | - |
| 8 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1 | Sqm | - | - |
| 9 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | - | Sqm | - | - |
| 10 | Bituminous macadam (Grade II) 50MM thick using VC 30 providing laying 50mm consolidated thick Bituminous macadamusing 0.20 cum of 26.50,13.202.36mm and 0.08cum of 2.36mm and below size IRC metal with 37.00 kgs of VG 30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site heating the bitumen aggregate and mixing them in required temperature using central hot mix plant 20 -30 toncapacity conveying the mix etc complete. | - | Cum | - | - |
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