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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | Rejected-Technical | - | Rejected-Technical Technicaly ineligible |
Tender Value
₹31.5 L
EMD Value
₹31,500
Closing Date
5 Aug 2024, 3:00 pmClosed
Executive Officer
Executive Officer Narasimmanaickenpalayam Town Panchayat
Construction of BT road at Ward No.13 M.R.G.Nagar Extension , Ward No.10 Sairam Nagar in Narasimhanaickenpalayam Town Panchayat.
2024_DTP_469160_1
48/2024
Open Tender
Civil Works - Roads
Works
180 days
Narasimmanaickenpalayam Town Panchayat
As per norms
3 documents required · 3 mandatory
₹0
₹31,500
28 Mar 2025
2 Aug 2024
5 Aug 2024
2 Aug 2024
5 Aug 2024
2 Aug 2024
2 Aug 2024 - 5 Aug 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 standard specifications as per SS 20.
Construction of Granular Sub base by providing Grade I materials spreading in uniform layers onprepared surface, mixing by mix in place method at OMC andcompacting with vibratory roller to achieve thedesired density, including all labour charges etc., completeas per clause 401 of MORTH & H specifications
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200mm thick specification including premixing the material with water at OMC in mechanical 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 achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406
Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen SS for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the Prime coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete.
Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of Emulsion Bitumen RS1 for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900.
Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG 30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30 CMP with bitumen tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.17cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 45.27kgs of VG 30 /VG 40 bitumen and 5.03 kg of shredded plastic waste for premixing for 10 sqm 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 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
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