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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.2 LAccepted-AOC | ₹76.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹77.7 LRejected-AOC KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | ₹77.7 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | VEDIAPPAN L2 | RAVISHANKAR.P L1 |
|---|---|---|---|---|---|
| 1.00Strengtheining of BT Road at ward No13. Dharmapuri Main Road to Keelmurukkampatti and Mel murukkampatti, Ward No:7 Gandhi Park Road in Karimangalam Town Panchayat | |||||
| 2.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 1,085.2 | 1 m3 (One Cubic Metre ) | 86 ₹93,327.20 | 86 ₹93,327.20 |
| 3.00 | Removal of Excavated Earthwork as per standarad specifications | 1,085.2 | 1 m3 (One Cubic Metre ) | 55.7 ₹60,445.64 | 55.7 ₹60,445.64 |
| 4.00 | Providing and laying WMM (Wet Mix Mecadam) of 150 mm compacted thickness in two layers of 75 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 | 550 | 1 m3 (One Cubic Metre ) | 1,884.7 ₹10.4 L | 1,884.7 ₹10.4 L |
| 5.00 | Providing and laying Tack 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 | 5,500 | 1 m2 (One Square Metre ) | 74.87 ₹4.1 L | 74.87 ₹4.1 L |
| 6.00 | Providing and laying Prime 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 | 5,500 | 1 m2 (One Square Metre ) | 17.41 ₹95,755 | 17.41 ₹95,755 |
| 7.00 | 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 | 280 | 1 m3 (One Cubic Metre ) | 9,820.34 ₹27.5 L | 9,820.34 ₹27.5 L |
| 8.00 | Providing and laying Bituminous Concrete 40mm 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 46.28 kgs of 60/70 Grade Bulk bitumen AND 4.02kGS OF sHERDED 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 | 170 | 1 m3 (One Cubic Metre ) | 10,900 ₹18.5 L | 10,420.12 ₹17.7 L |
| 9.00 | Road Marking for thermoplast including cost and conveyance of all labour charges etc., | 268.2 | 1 m2 (One Square Metre ) | 1,050 ₹2.8 L | 891 ₹2.4 L |
| 10.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} | 1 | GST Amount (in Rupees) | 11,84,797 ₹11.8 L | 11,62,436 ₹11.6 L |
Tender Value
₹78 L
EMD Value
₹78,000
Closing Date
23 Feb 2023, 3:00 pmClosed
Executive Officer, Town Panchayat, Karimangalam
Town Panchayat, Karimangalam
Strengthening of BT Road at Ward No.13 Dharmapuri Main Road to Keelmurukkampatti and Murukkampatti, Ward No.7 Gandhi Park Road Karimangalam Town Panchayat
2023_DTP_288728_1
Roc.No.1136/2022/A1 TURIF 2022-23
Open Tender
Civil Works
180 days
Town Panchayat, Karimangalam
Can be seen in the tender documents
3 documents required · 3 mandatory
₹0
₹78,000
13 Apr 2026
15 Feb 2023
24 Feb 2023
15 Feb 2023
23 Feb 2023
15 Feb 2023
Amount
Strengtheining of BT Road at ward No13. Dharmapuri Main Road to Keelmurukkampatti and Mel murukkampatti, Ward No:7 Gandhi Park Road in Karimangalam Town Panchayat
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Removal of Excavated Earthwork as per standarad specifications
Providing and laying WMM (Wet Mix Mecadam) of 150 mm compacted thickness in two layers of 75 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 Tack 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 Prime 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 40mm 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 46.28 kgs of 60/70 Grade Bulk bitumen AND 4.02kGS OF sHERDED 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
Road Marking for thermoplast including cost and conveyance of all labour charges etc.,
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
VEDIAPPAN
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