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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.9 LAccepted-AOC 5 21A KRISHNANAGAR INAM MANIYACHI KOVILPATTI THOOTHUKUDI 628503 | TUTICORIN | TAMIL NADU | 628503 | L1 | Accepted-AOC Work awarded to L1 Contractror 0.20 percentage less than the Estimate Rate | |
| 2 | L2₹80.0 L+₹6.1 L (8.21%)Rejected-Finance 5 36A KRISHNANAGAR K R NAGAR KOVILPATTI THOOTHUKUDI 628503 | KOVILPATTI | THOOTHUKUDI | TAMIL NADU | 628503 | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | NRK Infra Developers L2 | PRADEEP CONTRACTORS & SUPPLIERS L1 |
|---|---|---|---|---|---|
| 1.00of Work: Strengthening of Pandavarmangalam Road 0/0 - 1/0 (R-74) in Pandavarmangalam Panchayat ( Using plastic waste )and Strengthening of Nalatinputhur Railway Feeder Road 0/0 - 1/2 (R-53) in Nalatinputhur Panchayat ( Using plastic waste ) in Kovilpattii Block of Thoothukudi District under MGSMT 2025-26 | |||||
| 2.00Strengthening of Pandavarmangalam Road 0/0 - 1/0 (R-74) | |||||
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 88.69 | Cubic Meter | 151.69 ₹13,453.39 | 140.38 ₹12,450.3 Lowest |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,246.37 | Squre Meter | 25.23 ₹31,445.92 | 23.35 ₹29,102.74 Lowest |
| 5.00Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | |||||
| 6.00 | 0/0-1/0 | 299.13 | Cubic Meter | 501.3 ₹1,49,953.87 | 463.94 ₹1,38,778.37 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 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. | 560.87 | Cubic Meter | 2,693.26 ₹15,10,568.74 | 2,492.51 ₹13,97,974.08 Lowest |
| 8.00 | Providing and laying Prime Coat using Emulsion at the rate of 7 Kg Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 3,739.12 | Squre Meter | 92.08 ₹3,44,298.17 | 85.22 ₹3,18,647.81 Lowest |
| 9.00 | Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 3,750 | Squre Meter | 21.36 ₹80,100 | 19.77 ₹74,137.5 Lowest |
| 10.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste: Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 93.75 | Cubic Meter | 12,554.19 ₹11,76,955.31 | 11,618.44 ₹10,89,228.75 Lowest |
Tender Value
₹80.6 L
EMD Value
₹81,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Additional Collector (D), DRDA, Thoothukudi
Additional Collector (D), DRDA, Thoothukudi
Thoothukudi District -TN/Tut-23/2025-26-MGSMT/Phase III-Kovilpatti Block - Strengthening / Renewal of 2No of Rural Roads
2025_RDTN_594190_16
DRDPR/DIPR/4437/dt18.08.2025
Open Tender
Civil Works
Item Rate
180 days
Thoothukudi District
As per Tender Documents
4 documents required · 4 mandatory
₹0
₹81,000
DRDA, Thoothukudi
12 Nov 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
28 Aug 2025
Amount
of Work: Strengthening of Pandavarmangalam Road 0/0 - 1/0 (R-74) in Pandavarmangalam Panchayat ( Using plastic waste )and Strengthening of Nalatinputhur Railway Feeder Road 0/0 - 1/2 (R-53) in Nalatinputhur Panchayat ( Using plastic waste ) in Kovilpattii Block of Thoothukudi District under MGSMT 2025-26
Strengthening of Pandavarmangalam Road 0/0 - 1/0 (R-74)
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
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 Prime Coat using Emulsion at the rate of 7 Kg Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste: Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision for Kilometer stone
Provision for Hectometer Stone
Strengthening of Nalatinputhur Railway Feeder Road 0/0 - 1/2 (R-53)
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
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 Prime Coat using Emulsion at the rate of 7 Kg Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste: Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision for Kilometer stone
Provision for Hectometer Stone
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction) above this row in column "BB" for all works in this package}
NRK Infra Developers (BID ID -1444947)
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