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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47,684.50Admitted-Fee/PreQual/Technical/Finance NO 1007 12TH SECTOR 78TH STREET KCEE MANASA APARTMENTS E BLOCK 3RD FLOOR K K NAGAR CH 600 078 | CHENNAI | CHENNAI | TAMIL NADU | 600078 | ₹47,684.50 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹60,094.31+₹12,409.81 (26.0%)Admitted-Fee/PreQual/Technical/Finance 4 107 EDAYARPALAYAM KUNIYAMUTHUR COIMBATORE 641 008 | COIMBATORE | TAMIL NADU | 641008 | ₹60,094.31+₹12,409.81 (26.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JAYALAKSHMI BUKDERS L2 | SS ENGINEERRS L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all soils and Subsoils and the full depth as may be directed by departmental officers with initial lead and lift Cleaning and Levelling the site Etc..complete Complying with Standard Specifications. | 4.05 | M3 | 96.8 ₹392.04 | 80 ₹324 Lowest |
| 2.00 | Providing, laying spreading and compacting Wet Mix Macadam with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the engineer. | 1.55 | m3 | 2,208.83 ₹3,423.69 | 2,190 ₹3,394.5 Lowest |
| 3.00 | Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m the WMM Surface for Preparatoryto another Bituminous construction over it,Inclusing cost of material ,labour charge ,rental for machinery, fual and all other Incidental charges etc complete as per Clases 502 of morth Rev -5 | 50.3 | m2 | 88 ₹4,426.4 | 80 ₹4,024 Lowest |
| 4.00 | Providing and laying of Tack coat using 2.5 kg of 18/100 Emulision Bitumen for 10sq.m the over WMM Surface for Preparatory to another Bituminous construction over it,Including cost of material ,labour charge ,rental for machinery, fual and all other Incidental charges etc complete as per Clases 503 of morth Rev -5 | 50.3 | M2 | 22.4 ₹1,126.72 | 15 ₹754.5 Lowest |
| 5.00 | Providing and laying 50 mm compacted thick Dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 2.55 | m3 | 12,147.2 ₹30,975.36 | 9,350 ₹23,842.5 Lowest |
| 6.00 | Providing and laying Bituminous concrete to 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 46.28 kgs(add 10% Plastic waste) of VG60/ VG70 bitumen,4kg of 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 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver 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 as per clause 507 of MORTH Rev-5 | 1.55 | m3 | 12,742 ₹19,750.1 | 9,900 ₹15,345 Lowest |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
21 Sept 2026, 3:00 pmClosed
The Assistant Commissioner, Central zone
Central Zone Coimbatore Corporation
Providing of BT Patches at Ward areas in Ward No.65 Central Zone, Coimbatore Corporation
2026_MAWS_701154_13
e3/2026 Central zone
Open Tender
Civil Works
Works
120 days
Coimbatore corporation-
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
22 Sept 2026
4 Sept 2026
22 Sept 2026
4 Sept 2026
21 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all soils and Subsoils and the full depth as may be directed by departmental officers with initial lead and lift Cleaning and Levelling the site Etc..complete Complying with Standard Specifications. | 4.05 | M3 | - | - |
| 2 | Providing, laying spreading and compacting Wet Mix Macadam with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the engineer. | 1.55 | m3 | - | - |
| 3 | Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m the WMM Surface for Preparatoryto another Bituminous construction over it,Inclusing cost of material ,labour charge ,rental for machinery, fual and all other Incidental charges etc complete as per Clases 502 of morth Rev -5 | 50.3 | m2 | - | - |
| 4 | Providing and laying of Tack coat using 2.5 kg of 18/100 Emulision Bitumen for 10sq.m the over WMM Surface for Preparatory to another Bituminous construction over it,Including cost of material ,labour charge ,rental for machinery, fual and all other Incidental charges etc complete as per Clases 503 of morth Rev -5 | 50.3 | M2 | - | - |
| 5 | Providing and laying 50 mm compacted thick Dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 2.55 | m3 | - | - |
| 6 | Providing and laying Bituminous concrete to 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 46.28 kgs(add 10% Plastic waste) of VG60/ VG70 bitumen,4kg of 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 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver 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 as per clause 507 of MORTH Rev-5 | 1.55 | m3 | - | - |
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