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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹61.1 LAccepted-AOC | 1 | Accepted-AOC Lowest Rate Quoted Contractor Tender Accepted | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹72.9 L
EMD Value
₹72,900
Closing Date
6 Sept 2024, 3:00 pmClosed
Executive Officer
46/36, Town Panchayat Office, Kalathu Mettu street, Peranamallur
Providing of BT surface Road at Vaduvan Kudisai to Pillaiyar koil street in Peranamallur Town Panchayat
2024_DTP_479374_1
436/2024/2
Open Tender
Civil Works - Roads
Works
180 days
Peranamallur
First Class
3 documents required · 3 mandatory
₹0
₹72,900
Yes
Town Panchayat Office, Peranamallur
29 Sept 2024
31 Aug 2024
6 Sept 2024
31 Aug 2024
6 Sept 2024
31 Aug 2024
2 Sept 2024
Amount
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.SS20B
Dismantling Plain Cement Concrete andusing the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for dismantling and other tools and plants etc., complete as per standard specifications.
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 50.30 kgs 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 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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