Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1 | Accepted-AOC Accepted |
| 2 | 2₹1.6 CrRejected-Finance | ₹1.6 Cr | 2 | Rejected-Finance Rejected |
| 3 | 3₹1.7 CrRejected-Finance | ₹1.7 Cr | 3 | Rejected-Finance Rejected |
| 4 | 4₹2.0 CrRejected-Finance | ₹2.0 Cr | 4 | Rejected-Finance Rejected |
| 5 | 5₹2.0 CrRejected-Finance | ₹2.0 Cr | 5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MANIKANDAN H1 | MJD CONSTRUCTION AND ENGINEERING CONTRACTORS P LTD H5 | K. KAILASH KUMAR H3 | T. GEORGE STEPHEN H4 | I.Kezhson H2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Picking the Existing B.T Surface up to 50mm depth as directed by the depatmental opfficers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employedfor the work and including all other incidential charges etc complete as per standard specifications. | 5,334 | m2 | 23.36 ₹1.2 L | 15 ₹80,010.05 | 19.85 ₹1.1 L | 9 ₹48,006.03 | 23 ₹1.2 L |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5. | 1,600 | m3 | 2,333.67 ₹37.3 L | 1,800 ₹28.8 L | 1,983.73 ₹31.7 L | 1,800 ₹28.8 L | 2,333 ₹37.3 L |
| 3.00 | Providing and laying Prime Coat over 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 perClause 502 of MORTH Rev-5 | 16,000 | m2 | 85.88 ₹13.7 L | 46 ₹7.4 L | 73 ₹11.7 L | 63 ₹10.1 L | 85 ₹13.6 L |
| 4.00 | Providing and laying Tack Coat over 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 perClause 503 of MORTH Rev-5 | 16,000 | m2 | 19.64 ₹3.1 L | 15 ₹2.4 L | 16.69 ₹2.7 L | 16.2 ₹2.6 L | 19 ₹3.0 L |
| 5.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at 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 rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 800 | m3 | 10,480.53 ₹83.8 L | 8,600 ₹68.8 L | 8,909.08 ₹71.3 L | 9,000 ₹72 L | 10,480 ₹83.8 L |
| 6.00 | Providing and laying Bituminous concrete to 40mm - 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen and 4.02 kgs of shreded plastics for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 work site, spreading the mix to uniform thickness of 40 mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller (80-100 KN) to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks,paver finisher, Vibratory / Pneumatic Rollers and all other tools and plants required, including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 507 of MORTH Rev-5. | 480 | m3 | 11,043.57 ₹53.0 L | 9,500 ₹45.6 L | 9,387.72 ₹45.1 L | 9,000 ₹43.2 L | 11,043 ₹53.0 L |
| 7.00 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including & reflecting glass beads and 250 gms/sqm. Area thickness of 2.5 mm exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes. | 800 | m2 | 890 ₹7.1 L | 750 ₹6 L | 756.54 ₹6.1 L | 603 ₹4.8 L | 890 ₹7.1 L |
| 8.00 | Supply, collection and filling of Gravel from approved quarry including all cost and conveyance to site, stacking them on road side to departmental gauge for the take premeasurement. Each layer not more than 15cm thick and consolidation properly etc complete. TNDSS No : 301 & 305 | 360 | m3 | 252 ₹90,720 | 150 ₹54,000 | 214.83 ₹77,338.80 | 180 ₹64,800 | 252 ₹90,720 |
Updated dates
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
10 Mar 2026, 3:00 pmClosed
Executive Officer
Executive Officer, Marungoor Town Panchayat
Strengthening of BT road at Amaravathivilai westside road and Amaravathivilai Channel karai Road in Marungoor Town Panchayat
2026_DTP_669370_1
32/2026/A1
Open Tender
Civil Works
90 days
Marungoor Town Panchayat
As Per Bid Document
2 documents required · 2 mandatory
₹0
₹2.4 L
Marungoor Town Panchayat
26 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
3 Mar 2026 - 9 Mar 2026
6 Mar 2026
Picking the Existing B.T Surface up to 50mm depth as directed by the depatmental opfficers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employedfor the work and including all other incidential charges etc complete as per standard specifications.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.
Providing and laying Prime Coat over 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 perClause 502 of MORTH Rev-5
Providing and laying Tack Coat over 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 perClause 503 of MORTH Rev-5
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at 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 rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous concrete to 40mm - 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 46.28 kgs of 60/70 bitumen and 4.02 kgs of shreded plastics for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 work site, spreading the mix to uniform thickness of 40 mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller (80-100 KN) to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks,paver finisher, Vibratory / Pneumatic Rollers and all other tools and plants required, including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 507 of MORTH Rev-5.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including & reflecting glass beads and 250 gms/sqm. Area thickness of 2.5 mm exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes.
Supply, collection and filling of Gravel from approved quarry including all cost and conveyance to site, stacking them on road side to departmental gauge for the take premeasurement. Each layer not more than 15cm thick and consolidation properly etc complete. TNDSS No : 301 & 305
Please Enable Macros to View BoQ information
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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
Tendernotice_1.pdf
PDF • 0.18 MB
Specialfundbid2025-26.pdf
Tender Documents • 0.93 MB
BOQ_804310.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid