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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 1 142 CHINNAPOSALIUR MARAMANGALATHUPATTI SALEM SALEM TAMIL NADU 636030 | SALEM | TAMIL NADU | 636030 | ₹1.6 Cr | L1 | Accepted-AOC L1 CONTRACTOR |
| 2 | L2₹1.6 Cr+₹39,404.30 (0.25%)Rejected-Finance NO 3 331 KARTHIGA NAGAR THANKKANKULAM MADURAI 625 006 | MADURAI | MADURAI | TAMIL NADU | 625006 | ₹1.6 Cr+₹39,404.30 (0.25%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | MPS AND CO L1 | SPS CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Upgradation and Black Topping Road at Ragavendra nagar KM 0/300-0/600(R 445) | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 223.2 | Sqm | 6 ₹1,339.2 Lowest | 10 ₹2,232 |
| 3.00 | 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 | 46.5 | Cum | 672 ₹31,248 Lowest | 675 ₹31,387.5 |
| 4.00 | Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 127.02 | Cum | 2,706 ₹3,43,716.12 Lowest | 2,806 ₹3,56,418.12 |
| 5.00 | collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. | 111.6 | Cum | 147 ₹16,405.2 Lowest | 147 ₹16,405.2 Lowest |
| 6.00 | 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. | 147.42 | Cum | 2,770 ₹4,08,353.4 Lowest | 2,770 ₹4,08,353.4 Lowest |
| 7.00 | 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 | 1,179.38 | Sqm | 85.5 ₹1,00,836.99 Lowest | 85.5 ₹1,00,836.99 Lowest |
| 8.00 | 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 | 1,179.38 | Sqm | 20 ₹23,587.6 Lowest | 20 ₹23,587.6 Lowest |
| 9.00 | Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / 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 using CMP using( Vibratory Roller) | 29.49 | Cum | 12,121 ₹3,57,448.29 Lowest | 12,121 ₹3,57,448.29 Lowest |
| 10.00 | Provision for Hectometer Stone | 1 | no | 575 ₹575 Lowest | 575 ₹575 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹1.7 L
Closing Date
12 Sept 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
Upgradation / Strengthening of 3 nos of Roads in Madurai East Block of Madurai District under CGF Savings Fund 2025-26 Package no 01
2025_RDTN_599154_1
DIPR/4743/Tender/2025
Open Tender
Civil Works - Roads
Item Rate
Madurai East
Refer Tender document
3 documents required · 3 mandatory
₹0
₹1.7 L
29 Oct 2025
31 Aug 2025
12 Sept 2025
1 Sept 2025
12 Sept 2025
2 Sept 2025
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tech_eval.pdf
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