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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.5 LAccepted-AOC | ₹39.5 L | 1 | Accepted-AOC accepted |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Narasimhan Kondapalayam H1 |
|---|---|---|---|---|
| 1.00 | Earth work open excavation 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. complete. complying with std. specifications.SS20A | 250 | m3 | 140 ₹35,000 |
| 2.00 | 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. | 375 | M3 | 2,133 ₹8.0 L |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required 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 | 250 | m2 | 2,410 ₹6.0 L |
| 4.00 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (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 | 2,500 | m2 | 85.1 ₹2.1 L |
| 5.00 | Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg 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 | 2,500 | m3 | 19.2 ₹48,000 |
| 6.00 | 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 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,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 labou 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 a sper specification using CMP as per clause 505 MORTH Rev-5 | 125 | m3 | 10,380 ₹13.0 L |
| 7.00 | 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 45.27 kgs of VG30 / VG40 bitumen shredded plastic waste 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 paver site, spreading the mix to uniform thickness of 40mm 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, tippertrucks, 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 | 75 | m2 | 11,028 ₹8.3 L |
| 8.00 | Road Marking with Hot Applied Thermo Plastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied thermoplastic Compund 2.5 mm thick including reflectorising glass beads @ 250 gms per 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 Including all Charges etc..., complete. | 125 | m2 | 890 ₹1.1 L |
| 9.00 | Collection, supply and filling of Well gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15 cm depth including cost and Conveyance of all labour charges etc., Complete. | 56.25 | m3 | 254 ₹14,287.50 |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive officer
Bazzar Street Ammoor Town panchayat Ranipet District
KNMT-2025- 2026 Providing of BT Road and Construction of Drain at Allikulam Thirumurugan Nagar Street in Ammoor Town Panchayat
2026_DTP_658619_1
AMR_12_2026
Open Tender
Civil Works - Roads
30 days
Ammoor Town Panchayat
above class II
2 documents required · 2 mandatory
₹0
₹48,000
Ammoor Town Panchayat
7 Mar 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
25 Feb 2026
18 Feb 2026
17 Feb 2026 - 25 Feb 2026
18 Feb 2026
Earth work open excavation 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. complete. complying with std. specifications.SS20A
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 to a required 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 WBM/WMM surface using 7Kg of Emulsion Bitumen (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 WBM/WMM surface (treatedwithprimer) using 2.50Kg 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 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,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 labou 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 a sper 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 45.27 kgs of VG30 / VG40 bitumen shredded plastic waste 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 paver site, spreading the mix to uniform thickness of 40mm 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, tippertrucks, 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
Road Marking with Hot Applied Thermo Plastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied thermoplastic Compund 2.5 mm thick including reflectorising glass beads @ 250 gms per 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 Including all Charges etc..., complete.
Collection, supply and filling of Well gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15 cm depth including cost and Conveyance of all labour charges etc., Complete.
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