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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-Finance 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | ₹1.2 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MARIDURAI AND CO L2 | S.Muthiah & Co L1 |
|---|---|---|---|---|---|
| 1.001) Improvements of Kavalkinaru Vadakkankulam to Perunkudi road KM 0/0 - 1/900 in Valliyoor Block | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect. | 1,357.56 | sqm | 7.5 ₹10,181.7 | 6.3 ₹8,552.63 Lowest |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charge etc complete as per standard specification | 2,399.58 | sqm | 25.6 ₹61,429.25 | 23.25 ₹55,790.24 Lowest |
| 4.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 678.8 | cum | 165.5 ₹1,12,341.4 | 140.3 ₹95,235.64 Lowest |
| 5.00 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS Km 0/0-1/0 | 446.07 | cum | 370.4 ₹1,65,224.33 | 340.5 ₹1,51,886.84 Lowest |
| 6.00 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS Km 1/0-2/0 | 402.38 | cum | 370.4 ₹1,49,041.55 | 340.5 ₹1,37,010.39 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 125mm 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. | 1,079.83 | cum | 2,596 ₹28,03,238.68 | 2,559.65 ₹27,63,986.86 Lowest |
| 8.00 | Bituminous Macadam (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 37.00 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 | 359.97 | cum | 9,350 ₹33,65,719.5 | 9,021.6 ₹32,47,505.35 Lowest |
| 9.00 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 7,198.73 | sqm | 91 ₹6,55,084.43 | 87 ₹6,26,289.51 Lowest |
| 10.00 | Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer | 7,253.13 | sqm | 23 ₹1,66,821.99 | 20.4 ₹1,47,963.85 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Tirunelveli
Improvements of one road in Valliyoor Block
2026_RDTN_651745_3
A4/4221855/2025
Open Tender
Civil Works
Item Rate
180 days
Tirunelveli District
As per Pre Qualification Details
5 documents required · 5 mandatory
₹0
₹1.3 L
22 May 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | 1) Improvements of Kavalkinaru Vadakkankulam to Perunkudi road KM 0/0 - 1/900 in Valliyoor Block | - | - | - | - |
| 0.0 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect. | 1 | sqm | - | - |
| 0.0 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charge etc complete as per standard specification | 1 | sqm | - | - |
| 0.0 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 1 | cum | - | - |
| 0.0 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS Km 0/0-1/0 | 1 | cum | - | - |
| 0.0 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS Km 1/0-2/0 | 1 | cum | - | - |
| 0.0 | 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 125mm 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 | - | - |
| 0.0 | Bituminous Macadam (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 37.00 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 | - | cum | - | - |
| 0.0 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 1 | sqm | - | - |
| 0.0 | Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer | - | sqm | - | - |
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