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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC 2 138 MUTHALIYAR STREET VADAKKUPATTU AMODR TIRUVALLUR | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 601204 | ₹10.9 L | L1 | Accepted-AOC Low rate quoted |
| 2 | L2₹10.9 LRejected-Finance NO 126 SRI BRINDAVAN 1ST MAIN ROAD KODAMBAKKAM CHENNAI 600024 | CHENNAI | CHENNAI | TAMIL NADU | 600024 | ₹10.9 L | L2 | Rejected-Finance High rate quoted |
| Sl No | Description | Qty | Unit | V ANANDHAN L1 | M/s.DRR INFRASTRUCTURES L2 |
|---|---|---|---|---|---|
| 1.00FORMATION OF WMM ROAD IN MADRAS PULICUT ROAD TO NARASIMABEDU VIA AMOOR AT AMOOR PANCHAYAT | |||||
| 2.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 126.9 | m3 | 140.2 ₹17,791 | 142 ₹18,020 |
| 3.00 | 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) . | 95 | m2 | 2,817.5 ₹2.7 L | 2,820 ₹2.7 L |
| 4.00 | 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. | 220.31 | m2 | 2,886.25 ₹6.4 L | 2,890 ₹6.4 L |
| 5.00 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | GST Amount | 1,65,838.32 ₹1.7 L | 1,66,070.88 ₹1.7 L |
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
22 Jan 2026, 3:00 pmClosed
BDO
Sholavaram block office
Formation of WMM road in Madras Pulicut road to Narasimbedu via Amoor at Amoor Panchayat
2026_RDTN_643494_1
976/2025/A1
Open Tender
Civil Works - Roads
90 days
Sholavaram block office
As per documents
4 documents required · 4 mandatory
₹0
₹22,000
Yes
23 Jan 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
FORMATION OF WMM ROAD IN MADRAS PULICUT ROAD TO NARASIMABEDU VIA AMOOR AT AMOOR PANCHAYAT
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
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) .
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.
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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