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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹90.9 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹92.7 L+₹1.8 L (2.00%)Rejected-Finance | 2 | Rejected-Finance Rejected | |
| 3 | 3₹94.2 L+₹3.3 L (3.67%)Rejected-Finance SOLAKKALIPALAYAM PERIYA VATTAM POST KODUMUDI VIA ERODE | 3 | Rejected-Finance Rejected | |
| 4 | Not Admitted-Fee/PreQual/Technical 213 Y KAMARAJ NAGAR FIRST STREET BHAVANI | KARUR | TAMIL NADU | 621301 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Vino Construction H2 | V B N BUILDERRS H3 | K T R AND CO H1 |
|---|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 2,498 | M2 | 22.27 ₹55,630.46 | 21.84 ₹54,556.32 Lowest | 25 ₹62,450 |
| 2.00 | Providing and laying WMM (Wet Mix Mecadam) of 250 mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406 | 750 | M3 | 2,393.5 ₹17,95,125 | 2,346.62 ₹17,59,965 Lowest | 2,500 ₹18,75,000 |
| 3.00 | Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 | 7,493 | M2 | 83.98 ₹6,29,262.14 | 82.33 ₹6,16,898.69 Lowest | 83 ₹6,21,919 |
| 4.00 | 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 | 7,493 | M2 | 19.56 ₹1,46,563.08 | 19.18 ₹1,43,715.74 Lowest | 20 ₹1,49,860 |
| 5.00 | Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5 | 375 | M3 | 10,838.31 ₹40,64,366.25 | 10,625.79 ₹39,84,671.25 Lowest | 11,000 ₹41,25,000 |
| 6.00 | Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 225 | M3 | 11,462.67 ₹25,79,100.75 | 11,237.91 ₹25,28,529.75 Lowest | 11,500 ₹25,87,500 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
29 May 2025, 3:00 pmClosed
Executive Officer
Chithode Town Panchayat
Strengthening of BT Road at Ward No.2 Vasupatti 3rd,5th St, Srinivasa Garden 1st,2nd St, Ward No.3 Pettaikadu 3rd st,Ward No.7 Telephone Nagar MainRoad, 1st, 2nd st, Ward No.10 RRPark Road, Ward No.14 Odakadu Old colony 1st st, Ward No.15 Vedhagarden
2025_DTP_559224_1
SFC (URDF) 2025-2026
Open Tender
Civil Works - Roads
Works
180 days
Chithode Town Panchayat
As per Norms
2 documents required · 2 mandatory
₹0
₹2.2 L
Chithode Town Panchayat
11 Aug 2025
17 May 2025
29 May 2025
17 May 2025
29 May 2025
17 May 2025
17 May 2025 - 29 May 2025
22 May 2025
Amount
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying WMM (Wet Mix Mecadam) of 250 mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406
Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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
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
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
Vino Construction (BID ID -1352776)
V B N BUILDERRS (BID ID -1352778)
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