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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC L1 and LER |
| 2 | L2₹1.8 Cr+₹3.4 L (2.00%)Rejected-Finance | ₹1.8 Cr+₹3.4 L (2.00%) | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | S.HARSHAVARTHANAN L1 | K.G RAJAGURU L2 |
|---|---|---|---|---|---|
| 1.00Part-1:- Strengthening of road from T.Meenakshipuram- Nakkalakottai road Km 0/0-3/0(R-62) VPR | |||||
| 1.01 | Clearing the Heavy jungle including all labour charges for burrying and burning etc., | 2,023.2 | Sqm | 6.4 ₹12,948.48 Lowest | 6.53 ₹13,211.5 |
| 1.02 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 3,466.42 | Sqm | 23.35 ₹80,940.91 Lowest | 23.82 ₹82,570.12 |
| 1.03 | 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 | 1,495.93 | Cum | 140.3 ₹2,09,878.98 Lowest | 143.11 ₹2,14,082.54 |
| 1.04 | 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. | 1,559.87 | Cum | 2,535.5 ₹39,55,050.39 Lowest | 2,586.21 ₹40,34,151.39 |
| 1.05 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion 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 | 10,399.25 | Sqm | 85.15 ₹8,85,496.14 Lowest | 86.85 ₹9,03,174.86 |
| 1.06 | Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 34.04 Kgs of VG30/ VG40 bitumen and 2.96kg 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification.(Bituminous Macadam 50mm thick Using Vibratory Roller( ( Using Plastic Waste) | 519.94 | Cum | 9,159.4 ₹47,62,338.44 Lowest | 9,342.59 ₹48,57,586.24 |
| 1.07 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) 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 | 10,548.13 | Sqm | 19.75 ₹2,08,325.57 Lowest | 20.15 ₹2,12,544.82 |
| 1.08 | 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 (6%) 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 | 263.7 | Cum | 11,663.05 ₹30,75,546.29 Lowest | 11,896.31 ₹31,37,056.95 |
| 1.09 | Provision for Hectometer Stone | 12 | no | 573.95 ₹6,887.4 Lowest | 585.43 ₹7,025.16 |
Tender Value
₹1.7 Cr
EMD Value
₹1.8 L
Closing Date
3 Sept 2025, 3:00 pmClosed
The Project Director, DRDA, Virudhunagar Dist
The Project Director, DRDA, Virudhunagar Dist
Strengthening of road from T.Meenakshipuram- Nakkalakottai road Km 0/0-3/0(R-62) at Aruppukottai Block of Virudhunagar District under MGSMT-Phase-III for the year 2025-26 in Package no.04/MGSMT-III/25-26
2025_RDTN_594229_3
DIPR/4437/Tender/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Aruppukottai Block
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.8 L
The Project Director, DRDA,Virudhunagar
13 Nov 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
25 Aug 2025
25 Aug 2025
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