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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.3 LAccepted-AOC | ₹71.3 L | L1 | Accepted-AOC Least Rate Quoted Bid Accepted |
| 2 | L2₹72.8 LRejected-AOC | ₹72.8 L | L2 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| 3 | L3₹74.7 LRejected-AOC | ₹74.7 L | L3 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| 4 | L4₹77.0 LRejected-AOC 5 255 1 EB COLONY SALAIPUDUR KOVILPATTI 628 503 | KOVILPATTI | THOOTHUKUDI | TAMIL NADU | 628503 | ₹77.0 L | L4 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| 5 | L5₹81.0 LRejected-AOC NO 3 727 MAIN ROAD ADHICHAPURAM VILLAGE MANNARGUDI THIRUVARUR DT PINCODE 614717 | MANNARGUDI | THIRUVARUR | TAMIL NADU | 614717 | ₹81.0 L | L5 | Rejected-AOC High Rate Quoted The Bidder Rejected |
| Sl No | Description | Qty | Unit | AAKASH CONSTRUCTION L4 | VENKATESAN S L3 | NIVETHA ENGINEERING L2 | IMAGE CONSTRUCTION L1 | BBA ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|
| 1.0001.Strengthening of Panaiyur Agaravelli Salai 0/0 - 1/834 in Kilvelur Block | ||||||||
| 2.00Earth 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. | ||||||||
| 3.00 | Km 0/0 - 1/834 | 719.79 | Cum | 141 ₹1.0 L | 137.2 ₹98,755.19 | 135 ₹97,171.65 | 130.2 ₹93,716.66 | 152 ₹1.1 L |
| 4.00Providing 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 achive the desired density including cost of Materials Labour charges rentals for Machinary , Fuel and all other incidential charges etc., Complete. | ||||||||
| 5.00 | Km 0/0 - 1/834 | 820.35 | Cum | 3,613 ₹29.6 L | 3,505.5 ₹28.8 L | 3,425 ₹28.1 L | 3,326.61 ₹27.3 L | 3,700 ₹30.4 L |
| 6.00Providing 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. | ||||||||
| 7.00 | Km 0/0 - 1/834 | 5,469 | Sq.Mtr | 88 ₹4.8 L | 85.25 ₹4.7 L | 79.5 ₹4.3 L | 80.91 ₹4.4 L | 99 ₹5.4 L |
| 8.00Providing and laying tack coat over the WMM surface (Treated with primer) using 2.5 Kg of bituminous emulsion RS-01 for 1 sqm. for preparatory to another Bituminous construction over it including cost of Material, labour charges, rentals for Machinary, Fuel and all other incidential cahrges etc., Complete. | ||||||||
| 9.00 | Km 0/0 - 1/834 | 5,502 | Sq.Mtr | 22 ₹1.2 L | 18.62 ₹1.0 L | 17 ₹93,534 | 17.67 ₹97,220.34 | 30 ₹1.7 L |
| 10.00Providing 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 | ||||||||
Updated dates
Tender Value
₹81.6 L
EMD Value
₹82,000
Closing Date
11 Mar 2026, 3:00 pmClosed
Project Director, DRDA, Nagapattinam
DRDA, Collectorate Campus, Nagapattinam
01. Strengthening of Panaiyur Agaravelli Salai 0/0 - 1/834 in Kilvelur Block
2026_RDTN_658516_1
Nagai/1044/NABARD-2026-27/P-03
Open Tender
Civil Works - Roads
180 days
Collectorate campus Nagapattinam
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹82,000
DRDA, Collectorate Campus, Nagapattinam
25 May 2026
16 Feb 2026
11 Mar 2026
16 Feb 2026
11 Mar 2026
16 Feb 2026
25 Feb 2026
01.Strengthening of Panaiyur Agaravelli Salai 0/0 - 1/834 in Kilvelur Block
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.
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 achive the desired density including cost of Materials Labour charges rentals for Machinary , Fuel and all other incidential charges etc., Complete.
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.
Providing and laying tack coat over the WMM surface (Treated with primer) using 2.5 Kg of bituminous emulsion RS-01 for 1 sqm. for preparatory to another Bituminous construction over it including cost of Material, labour charges, rentals for Machinary, Fuel and all other incidential cahrges etc., Complete.
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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