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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 Cr+₹23.7 L (8.18%)Rejected-Finance | ₹3.1 Cr+₹23.7 L (8.18%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/S.KCP CONSTRUCTIONS L2 | V.YOGANATHAN L1 |
|---|---|---|---|---|---|
| 1.00Strenghthening of Pinayur Thirumukkudal Road Km 0/0-2/600 (R-145) in Siruthamur Panchayat in Uthiramerur Block Estimate Amount Rs.294.30 Lakh | |||||
| 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. | 3,120 | Sqm | 10 ₹31,200 | 6.3 ₹19,656 Lowest |
| 3.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 936 | Cum | 150 ₹1,40,400 | 140 ₹1,31,040 Lowest |
| 4.00Gravel Shoulder Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Using | |||||
| 5.00 | KM 0/0- 1/000 | 358.96 | Cum | 500 ₹1,79,480 | 462.65 ₹1,66,072.84 Lowest |
| 6.00 | KM 1/000- 2/000 | 357.7 | Cum | 650 ₹2,32,505 | 474.3 ₹1,69,657.11 Lowest |
| 7.00 | KM 2/000- 2/600 | 216 | Cum | 500 ₹1,08,000 | 474.3 ₹1,02,448.8 Lowest |
| 8.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m incl..all charges etc…Completed | 883.45 | Sqm | 29 ₹25,620.05 | 23.25 ₹20,540.21 Lowest |
| 9.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in Sub Base/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. | 405.29 | Cum | 2,500.95 ₹10,13,610.03 Lowest | 2,500.95 ₹10,13,610.03 Lowest |
| 10.00 | 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., Complete | 2,701.95 | Sqm | 85.85 ₹2,31,962.41 Lowest | 85.85 ₹2,31,962.41 Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹3.0 L
Closing Date
19 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Kancheepuram
O/o The Project Director, DRDA, Kancheepuram
Strenghthening of Pinayur Thirumukkudal Road Km 0/0-2/600 (R-145) in Siruthamur Panchayat at Uthiramerur Panchayat Union of Kancheepuram District under Mines Fund (V.P) 2025-26 having PKG. No. TNKPM-01/Mines/2025-26
2026_RDTN_655862_1
DIPR/967/Tender/2026, Dt.12.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA, Kancheepuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3.0 L
Yes
6 Mar 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strenghthening of Pinayur Thirumukkudal Road Km 0/0-2/600 (R-145) in Siruthamur Panchayat in Uthiramerur Block
Estimate Amount Rs.294.30 Lakh | - | - | - | - |
| 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. | 3,120 | Sqm | - | - |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 936 | Cum | - | - |
| 4 | Gravel Shoulder Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Using | - | - | - | - |
| 5 | KM 0/0- 1/000 | 358.96 | Cum | - | - |
| 6 | KM 1/000- 2/000 | 357.7 | Cum | - | - |
| 7 | KM 2/000- 2/600 | 216 | Cum | - | - |
| 8 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m incl..all charges etc…Completed | 883.45 | Sqm | - | - |
| 9 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in Sub Base/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. | 405.29 | Cum | - | - |
| 10 | 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., Complete | 2,701.95 | Sqm | - | - |
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