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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC L1 Accepted |
| 2 | 2₹1.5 Cr+₹2.9 L (1.91%)Rejected-Finance NO 2159 KALLALANGUDI ALANGUDI TALUK PUDUKKOTTAI DISTRICT 622301 | ALANGUDI | PUDUKKOTTAI | TAMIL NADU | 622301 | ₹1.5 Cr+₹2.9 L (1.91%) | 2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | A VADIVEL L1 | RAJU RETHINAVEL L2 |
|---|---|---|---|---|---|
| 1.10Package No. 28 Upgradation / Strengthening of 2 No.of roads | |||||
| 1.20Strengthening of the Road From Koodaloor Road Km 0/0 -2/710 in Kathakuruchi Panchayat (R - 241) | |||||
| 1.30 | Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 2,439 | Sqm | 5.94 ₹14,487.66 Lowest | 5.94 ₹14,487.66 Lowest |
| 1.40 | Earth Work excavation and depositing on bank with initial lead and lift in all clauses of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams as per SS20A including sectioning and breaking clods for widenting and raining the berms. | 410.4 | Cum | 131.29 ₹53,881.42 Lowest | 131.29 ₹53,881.42 Lowest |
| 1.50Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of scarifyied material with a lift upto 3 m and less upto 1000 m as per Techicals Specification Clause 3014 | |||||
| 1.60 | Km 0/0 - 1/8 | 3,387.5 | Sqm | 21.84 ₹73,983 Lowest | 21.84 ₹73,983 Lowest |
| 1.70Providing 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. | |||||
| 1.80 | Km 0/0 -1/0 | 563.35 | Cum | 2,225 ₹12,53,444.85 Lowest | 2,300 ₹12,95,695.8 |
| 1.90 | Km 1/0 -2/0 | 562.5 | Cum | 2,225 ₹12,51,562.5 Lowest | 2,300 ₹12,93,750 |
| 2.00 | Km 2/0 -2/710 | 399.38 | Cum | 2,250 ₹8,98,605 Lowest | 2,300 ₹9,18,574 |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
21 May 2025, 6:00 pmClosed
ADDITIONAL COLLECTOR (DEVELOPMENT)
DRDA PUDUKKOTTAI
Package No. 28 Upgradation / Strengthening of 2 No.of roads Under MGSMT-2025-26 (Phase-II) in Thiruvarankulam Panchayat Union, Pudukkottai District
2025_RDTN_553554_1
PDKT/MGSMT2025-26/TVK28
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvarankulam
Pls Refer Tender Documents
4 documents required · 4 mandatory
₹0
₹1.6 L
DRDA PUDUKKOTTAI
30 Sept 2025
2 May 2025
21 May 2025
2 May 2025
21 May 2025
2 May 2025
13 May 2025
Amount
Package No. 28 Upgradation / Strengthening of 2 No.of roads
Strengthening of the Road From Koodaloor Road Km 0/0 -2/710 in Kathakuruchi Panchayat (R - 241)
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth Work excavation and depositing on bank with initial lead and lift in all clauses of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams as per SS20A including sectioning and breaking clods for widenting and raining the berms.
Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of scarifyied material with a lift upto 3 m and less upto 1000 m as per Techicals Specification Clause 3014
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.
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 WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying Bituminious concrete to 25mm 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
Supply of Course 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
Providing HM stones
Providing KM stones
Provision for Sign Board
Strengthening of the Road From Vennavalkudi Therkku Agraharam Road to Perumal Kovil Road Km 0/0 - 1/800 in Vennavalkudi Panchayat (R - 282)
Clearing the light jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth Work excavation and depositing on bank with initial lead and lift in all clauses of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams as per SS20A including sectioning and breaking clods for widenting and raining the berms.
Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of scarifyied material with a lift upto 3 m and less upto 1000 m as per Techicals Specification Clause 3014
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.
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 WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying Bituminious concrete to 25mm 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
Supply of Course 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
Providing HM stones
Providing KM stones
Provision for Sign Board
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)
RAJU RETHINAVEL (BID ID -1345885)
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