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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC B 47 RAMABHATHIRAR STREET THIRUNAGAR THIRUPARANKUNDRAM MADURAI 625006 | MADURAI | TAMIL NADU | 625006 | ₹1.2 Cr | L1 | Accepted-AOC L1 contractor |
| 2 | L2₹1.3 Cr+₹4.9 L (4.02%)Rejected-Finance NO 28 PKM NAGAR OTHAVEEDU AANDARKOTTARAM MADURAI 20 | MADURAI | MADURAI | TAMIL NADU | ₹1.3 Cr+₹4.9 L (4.02%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | SRI KRISHNA CONSTRUCTION L1 | SOMASEKAR D L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Poolampatti south Athukkal road to kavanur road Km 0/0 - 2/200 | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,536.91 | Sqm | 6 ₹9,221.46 Lowest | 10 ₹15,369.1 |
| 3.00 | 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. | 800.48 | Cum | 147 ₹1,17,670.56 Lowest | 155 ₹1,24,074.4 |
| 4.00 | 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. | 1,446.75 | Cum | 2,714.7 ₹39,27,492.23 Lowest | 2,900 ₹41,95,575 |
| 5.00 | 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 | 6,430 | Sqm | 85.5 ₹5,49,765 Lowest | 95 ₹6,10,850 |
| 6.00 | Providing and laying Tack Coat over BM 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 | 6,430 | Sqm | 19.85 ₹1,27,635.5 Lowest | 25 ₹1,60,750 |
| 7.00 | 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 37 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 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) | 321.5 | Cum | 9,498 ₹30,53,607 Lowest | 9,498 ₹30,53,607 Lowest |
| 8.00 | 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) | 160.75 | Cum | 12,060 ₹19,38,645 Lowest | 12,060 ₹19,38,645 Lowest |
| 9.00 | Provision for Hectometer Stone | 9 | no | 575 ₹5,175 Lowest | 600 ₹5,400 |
| 10.00 | Provision for Kilometer stone | 2 | no | 2,197 ₹4,394 Lowest | 2,197 ₹4,394 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.3 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 Poolampatti South Athukkal Road To Kavanur Road in Madurai West Block of Madurai District under CGF Savings Fund 2025-26 Package no 05
2025_RDTN_599154_5
DIPR/4743/Tender/2025
Open Tender
Civil Works - Roads
Item Rate
Madurai West
Refer Tender document
3 documents required · 3 mandatory
₹0
₹1.3 L
O/O of Project Director DRDA Madurai
29 Oct 2025
31 Aug 2025
12 Sept 2025
1 Sept 2025
12 Sept 2025
2 Sept 2025
4 Sept 2025
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