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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC NANGAVALLI TOWN PANCHAYAT SALEM DIST | SALEM | TAMIL NADU | 621011 | L1 | Accepted-AOC belowe | |
| 2 | Rejected-Technical | - | Rejected-Technical Above |
Tender Value
₹6.5 L
EMD Value
₹13,000
Closing Date
10 Apr 2025, 3:00 pmClosed
Executive Officer Nangavalli Town Panchayat Salem
Executive Officer Nangavalli Town Panchayat Salem District
Ward No 12 Ward No 5 BT Road in Nangavalli Town Panchayat
2025_DTP_538721_1
34/2025
Open Tender
Civil Works - Roads
Works
180 days
Executive Officer Nangavalli Town Panchayat Salem
As Per Norms
2 documents required · 2 mandatory
₹0
₹13,000
Yes
14 May 2025
5 Apr 2025
11 Apr 2025
5 Apr 2025
10 Apr 2025
5 Apr 2025
5 Apr 2025 - 10 Apr 2025
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 B TNDSS No. 23 & 24 V,VI,S2
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
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, laying, spreading and compacting wet mix macadam with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the Engineer. as per as per standar specification MORTH IV 406
Providing and laying Prime Coat over WMM surface using 7Kgs of Bitumen emulsion SS I for 10sqm including labour charges for preparing the surface and applying the required quantity of bitumen as teak coat etc., complete.
Providing and laying Tack coat over WMM surface treated with prime coat using 2.5kgs of Bitumen’s VG 30 for 10sqm including labour charges for preparing ;the surface and applying the required quantity ofl bitumen as teak coat etc., comple.
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 50.30 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 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.
Abinav Constructions (BID ID -1288255)
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tech_eval.pdf
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finance_641466.pdf
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