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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10 LAccepted-AOC | ₹10 L Quoted ₹8.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.4 L+₹8,735 (1.05%)Rejected-AOC 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹8.4 L+₹8,735 (1.05%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | M S ENGINEERS L2 | SRI SIVASAKTHI ENGINEERS BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth | 84 | M3 | 100 ₹8,400 | 95 ₹7,980 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 51 | M3 | 70 ₹3,570 | 65 ₹3,315 Lowest |
| 3.00 | Providing and Laying, Spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 406 of MORTH Specification | 84 | M3 | 2,600 ₹2,18,400 | 2,580 ₹2,16,720 Lowest |
| 4.00 | Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m the WMM Surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete as per 502 of MORTH Rev-5 specifications | 840 | M2 | 90 ₹75,600 | 89 ₹74,760 Lowest |
| 5.00 | Providing and laying of Prime coat using Emulision Bitumen at the rate 2.5 kg Per 10sq.m the WMM Surfacetreated with primer using 2.5 kgs of bituminous Emulsion (RS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete as per 503 of MORTH Rev-5 specifications | 840 | M2 | 20 ₹16,800 | 19 ₹15,960 Lowest |
| 6.00 | Providing and laying Bituminous concrete to 30/40mm 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 and below with 46.28 kgs of VG60/ VG70 bitumen,4.00 kg plastic for premixing per 10sqm 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 ton capacity , conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm /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 labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , 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 | 47 | M3 | 11,000 ₹5,17,000 | 10,900 ₹5,12,300 Lowest |
| 7.00Add :- GST @ 18% | |||||
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
18 Dec 2025, 3:00 pmClosed
The Assistant Commissioner,
North Zone, Coimbatore Corporation, Balasundaram Road,Oppsite Womens Polytechnic
Restoration of BT Surface at Sarojini street 2nd cross cut and Sivanandhapuram 2st street extension in ward no 21, North Zone.
2025_MAWS_631250_41
E6/NorthZone/2025-26
Open Tender
Civil Works
Works
90 days
North Zone, Coimbatore Corporation
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹10,000
23 Sept 2026
15 Dec 2025
19 Dec 2025
15 Dec 2025
18 Dec 2025
15 Dec 2025
Earthwork Excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth
Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per directed by the departmental officers
Providing and Laying, Spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 406 of MORTH Specification
Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m the WMM Surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete as per 502 of MORTH Rev-5 specifications
Providing and laying of Prime coat using Emulision Bitumen at the rate 2.5 kg Per 10sq.m the WMM Surfacetreated with primer using 2.5 kgs of bituminous Emulsion (RS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete as per 503 of MORTH Rev-5 specifications
Providing and laying Bituminous concrete to 30/40mm 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 and below with 46.28 kgs of VG60/ VG70 bitumen,4.00 kg plastic for premixing per 10sqm 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 ton capacity , conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm /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 labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , 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
Add :- GST @ 18%
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