Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC | ₹3.1 Cr | L1 | Accepted-AOC L1 contractor |
| 2 | L2₹3.2 Cr+₹6.6 L (2.11%)Rejected-Finance | ₹3.2 Cr+₹6.6 L (2.11%) | L2 | Rejected-Finance L2 CONTRACTOR |
| Sl No | Description | Qty | Unit | SATHEESH R L1 | C THIRUMOORTHI L2 |
|---|---|---|---|---|---|
| 1.00Strengthening/Upgradation of Roads KOVILPAPPAKUDI ANNAITHERAJA NAGaR ROAD | |||||
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 618.75 | Sqm | 25 ₹15,468.75 | 23 ₹14,231.25 Lowest |
| 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. | 210 | Cum | 147 ₹30,870 Lowest | 147 ₹30,870 Lowest |
| 4.00 | 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 | 60 | Cum | 662 ₹39,720 Lowest | 662 ₹39,720 Lowest |
| 5.00 | 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. | 281.25 | Cum | 2,716 ₹7,63,875 Lowest | 2,716 ₹7,63,875 Lowest |
| 6.00 | 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 | 1,875 | Sqm | 85.5 ₹1,60,312.5 Lowest | 99 ₹1,85,625 |
| 7.00 | 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 | 1,875 | Sqm | 19.5 ₹36,562.5 Lowest | 29 ₹54,375 |
| 8.00 | 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) | 93.75 | Cum | 9,525 ₹8,92,968.75 Lowest | 9,525 ₹8,92,968.75 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) | 46.88 | Cum | 12,098 ₹5,67,154.24 Lowest | 12,098 ₹5,67,154.24 Lowest |
| 10.00 | Provision for Hectometer Stone | 2 | no | 575 ₹1,150 Lowest | 575 ₹1,150 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹3.4 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Joint Director/Project Director DRDA Madurai
O/O of Project Director DRDA Madurai
Upgradation / Strengthening of 9 nos of Roads in Madurai Westt Block of Madurai District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2025-26 PHASE III Package no 16
2025_RDTN_594025_16
DIPR/4437/2025
Open Tender
Civil Works
Item Rate
180 days
Madurai West
Refer Tender document
3 documents required · 3 mandatory
₹0
₹3.4 L
O/O of Project Director DRDA Madurai
28 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
25 Aug 2025
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .