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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.6 LAccepted-AOC 609 702 | NAGAPATTINAM | TAMIL NADU | 609702 | ₹83.6 L | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹84.4 LRejected-AOC 5 255 1 EB COLONY SALAIPUDUR KOVILPATTI 628 503 | KOVILPATTI | THOOTHUKUDI | TAMIL NADU | 628503 | ₹84.4 L | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| 3 | Rejected-Technical NO 3 727 MAIN ROAD ADHICHAPURAM VILLAGE MANNARGUDI THIRUVARUR DT PINCODE 614717 | MANNARGUDI | THIRUVARUR | TAMIL NADU | 614717 | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | AAKASH CONSTRUCTION L2 | JEEVE CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.0001. Strengthening of Maruthur North Vellakonkadu Asaritheru to Manjakanni Keniyadi Salai KM 0/0-1/900 in Vedharanyam Block | |||||
| 2.00Clearing 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. | |||||
| 3.00 | Km 0/0 - 1/900 | 1,824 | Sq.Mtr | 6 ₹10,944 | 6 ₹10,944 |
| 4.00Earth work excavation and depositing on bank within initial lead and lift OF Hard Stiff Clay, Stiff Clay Cotton, Hard Red Earth, Shales, Murrum, Gravel, Stoney Earth and Earth Mixed with Samall Size buolders SS 20A including laying and Spreading in layers of 250 mm loase thick each, sectioning watering and Compacting etc., Complete as per MOST 301-305. | |||||
| 5.00 | Km 0/0 - 1/900 | 190 | Cum | 141 ₹26,790 | 140 ₹26,600 |
| 6.00Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal | |||||
| 7.00 | Km 0/0 - 1/0 | 0.18 | Sq.Mtr | 5,829 ₹1,049.22 | 5,771 ₹1,038.78 |
| 8.00Providing and laying of prime coat using Emulsion at the rate of 3 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | |||||
| 9.00 | Km 0/0 - 1/900 | 7,141.25 | Sq.Mtr | 34 ₹2.4 L | 34 ₹2.4 L |
| 10.00BM (Grade-II) 50mm Thick Using VG30-Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 | |||||
Updated dates
Tender Value
₹89.4 L
EMD Value
₹90,000
Closing Date
4 Mar 2026, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
01. Strengthening of Maruthur North Vellakonkadu Asaritheru to Manjakanni Keniyadi Salai KM 0/0-1/900 in Vedharanyam Block
2026_RDTN_658597_1
Nagai/1044/NABARD-2026-27/P-13
Open Tender
Civil Works - Roads
180 days
Collectoracte campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹90,000
17 Mar 2026
16 Feb 2026
4 Mar 2026
16 Feb 2026
4 Mar 2026
16 Feb 2026
01. Strengthening of Maruthur North Vellakonkadu Asaritheru to Manjakanni Keniyadi Salai KM 0/0-1/900 in Vedharanyam Block
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.
Earth work excavation and depositing on bank within initial lead and lift OF Hard Stiff Clay, Stiff Clay Cotton, Hard Red Earth, Shales, Murrum, Gravel, Stoney Earth and Earth Mixed with Samall Size buolders SS 20A including laying and Spreading in layers of 250 mm loase thick each, sectioning watering and Compacting etc., Complete as per MOST 301-305.
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal
Providing and laying of prime coat using Emulsion at the rate of 3 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
BM (Grade-II) 50mm Thick Using VG30-Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
Providing and laying Bituminious concrete to 25, 30/40 MM Thick Using CMP(Grade-II) - Providing Bituminous Concrete to 40 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Providingand Laying Gravel including cost and conveyance Garvel form Approved Sources to worksite and stocking on road side to Departmental meric gauge fro premeasurement as directed including labour for spreading and Compacting etc., Complete ar per MORD Specification No.400.
Provision for Sign Board
Provision for Km Stone
Provision for Hm Stone
Maintanace for 5 Years
1 st year Maintenance
II nd year Manitenence
III rd Year Maintenance
IV th Year Maintenance
Vth year Maintenance
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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