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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.3 LAccepted-AOC | ₹82.3 L | L1 | Accepted-AOC low rate |
| 2 | L2₹82.8 LRejected-Finance T V RENGANATHA PURAM ROAD PAPPAMMAL PURAM AUNDIPATTI THENI 625512 | AUNDIPATTI | THENI | TAMIL NADU | 625512 | ₹82.8 L | L2 | Rejected-Finance above rate |
| 3 | L3₹84.2 LRejected-Finance | ₹84.2 L | L3 | Rejected-Finance above rate |
| 4 | L4₹87.7 LRejected-Finance | ₹87.7 L | L4 | Rejected-Finance above rate |
| Sl No | Description | Qty | Unit | S VELUCHAMY L2 | RK Constructors L4 | M/s Vel Construction L1 | KVM CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical 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 acheive the desired density,Complete as per clause 401. | 822 | M3 | 2,098 ₹17.2 L | 2,300 ₹18.9 L | 2,090 ₹17.2 L | 2,109 ₹17.3 L |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin 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 | 548 | M3 | 2,300 ₹12.6 L | 2,500 ₹13.7 L | 2,304 ₹12.6 L | 2,327 ₹12.8 L |
| 3.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 10sqm 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 | 5,480 | M2 | 87 ₹4.8 L | 90 ₹4.9 L | 85 ₹4.7 L | 85.5 ₹4.7 L |
| 4.00 | Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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 | 5,480 | M2 | 20 ₹1.1 L | 21 ₹1.2 L | 19 ₹1.0 L | 19.5 ₹1.1 L |
| 5.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the min 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 20-30t 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 | 274 | M3 | 10,520 ₹28.8 L | 10,600 ₹29.0 L | 10,468 ₹28.7 L | 10,573 ₹29.0 L |
| 6.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) 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 20-30t on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm 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 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver 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 | 164.4 | M3 | 11,092 ₹18.2 L | 11,500 ₹18.9 L | 11,034 ₹18.1 L | 11,180 ₹18.4 L |
| 7.00 | Providing and laying of hot applied thermoplastic compound f2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803 | 274 | M2 | - | 385 ₹1.1 L | - | 380 ₹1.0 L |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
25 Feb 2026, 3:00 pmClosed
E O
Melachokkanathapuram Town Panchayat
Providing BT Road in Ward No 2 Bodi Thevaram Salai Jai Nagar Muthammal Nagar and Mookambigai Nagar and Ward 9 Raja Thendral Nagar and Gandhi Nagar
2026_DTP_655591_1
321/2025
Open Tender
Civil Works
180 days
Melachokkanathapuram Town Panchayat
As Per Tender Notice
3 documents required · 3 mandatory
₹0
₹1.0 L
Yes
Melachokkanathapuram Town Panchayat
2 Mar 2026
12 Feb 2026
25 Feb 2026
12 Feb 2026
25 Feb 2026
12 Feb 2026
12 Feb 2026 - 25 Feb 2026
16 Feb 2026
Construction of Granular Sub-base by providing close graded material,mixing in a machanical 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 acheive the desired density,Complete as per clause 401.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin 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 Bitumen Emulsion (SS1) per 10sqm 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
Providing and laying Tack Coat over WMM surface using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the min 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 20-30t 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 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30( 60/70) 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 20-30t on capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm 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 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver 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
Providing and laying of hot applied thermoplastic compound f2.5mm thick including refllectorising glass beads @ 250grms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 the Finished surface to be level, uniform and free from steaks and holes etc., complete as per MORT & H Specification NO.803
Note: 1) The Rate Quoted are excluding the GST, 2) The above item 1 to 10 only taken for Price Bid Evaluation comparision
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