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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7 LAccepted-AOC | ₹7 L Quoted ₹5.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.8 LRejected-AOC COIMBATORE CORPORATION | COIMBATORE | TAMIL NADU | 638459 | ₹5.8 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | srigomathiamman and company L1 | GEETHAA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m 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 (SS 20 A) | 45 | Cum | 96 ₹4,320 | 100 ₹4,500 |
| 2.00 | Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 36 | Cum | 67 ₹2,412 | 70 ₹2,520 |
| 3.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mixin by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 45 | Cum | 1,936 ₹87,120 | 1,940 ₹87,300 |
| 4.00 | 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 clasue 406 of MORTH specifications. | 45 | Cum | 2,578 ₹1.2 L | 2,580 ₹1.2 L |
| 5.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square 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 | 420 | Sqm | 89 ₹37,380 | 90 ₹37,800 |
| 6.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 420 | Sqm | 19 ₹7,980 | 20 ₹8,400 |
| 7.00 | Providing and laying of 50mm compacted bituminous macadam using 0.42m3 of 26.5-11.2mm graded metal and 0.10 m3 of 11.2 to 2.8mm graded metal and 0.18 m3 of 2.8mm and below with 38 kgs of bitumen of grade 80/100 for premixing per 10 m2 including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required in central hot mix plant 20-30 tonnes capcity conveying the mix by tipper trucks to power site spreading the mix in required temperature for uniform thickness of 50mm with mechancial paver to the specified grades and cross section and compaction by 80-100 KN power roller 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 chrages and fuel charges for 20-30 T CMP with two bitumen boiler, tipper trucks, power finisher power rollers and all other tools and plant required including all other incidental charges etc., completed as per specification using cmp clause 504 of MOST specification. | 21 | Cum | 10,428 ₹2.2 L | 10,430 ₹2.2 L |
| 8.00 | Providing and laying of 25mm compacted thick Semidence Bituminous Concrete using 0.10m3 of 11.2mm IRC metal/ 0.16m3 of 6.7mm IRC metal and 0.11 m3 of 2.8mm and below with 24 kgs of bitumen of grade 60/70 for premixing per 10 m2 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 tonnes capacity conveying the mix by tipper trucks to power site spreading the mix in required temperature for uniform thickness of 25mm with mechancial paver to the specified grades and cross section and compaction by 80-100 KN power roller 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 chrages and fuel charges for 20-30 T CMP with bitumen boiler, tipper trucks, power finisher power rollers and all another tools and plant required including all other incidental charges etc., completed as per specification using cmp clause 511 of MOST specification. | 425 | Cum | 247 ₹1.0 L | 250 ₹1.1 L |
| 9.00Add :- GST @ 18% | |||||
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
20 Jan 2026, 3:00 pmClosed
Assistant Commissioner, South Zone
South Zone, Coimbatore Corporation, Kuniyamuthur, Coimbatore 641008
Providing BT surface road at Rangasamy nagar cross road 6,7 in Ward No 90, South Zone
2026_MAWS_641857_20
E10 / South Zone / 2025
Open Tender
Civil Works
120 days
South Zone, Coimbatore Corporation
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹7,000
11 Mar 2026
13 Jan 2026
21 Jan 2026
14 Jan 2026
20 Jan 2026
14 Jan 2026
Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m 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 (SS 20 A)
Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mixin by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
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 clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square 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 tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying of 50mm compacted bituminous macadam using 0.42m3 of 26.5-11.2mm graded metal and 0.10 m3 of 11.2 to 2.8mm graded metal and 0.18 m3 of 2.8mm and below with 38 kgs of bitumen of grade 80/100 for premixing per 10 m2 including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required in central hot mix plant 20-30 tonnes capcity conveying the mix by tipper trucks to power site spreading the mix in required temperature for uniform thickness of 50mm with mechancial paver to the specified grades and cross section and compaction by 80-100 KN power roller 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 chrages and fuel charges for 20-30 T CMP with two bitumen boiler, tipper trucks, power finisher power rollers and all other tools and plant required including all other incidental charges etc., completed as per specification using cmp clause 504 of MOST specification.
Providing and laying of 25mm compacted thick Semidence Bituminous Concrete using 0.10m3 of 11.2mm IRC metal/ 0.16m3 of 6.7mm IRC metal and 0.11 m3 of 2.8mm and below with 24 kgs of bitumen of grade 60/70 for premixing per 10 m2 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 tonnes capacity conveying the mix by tipper trucks to power site spreading the mix in required temperature for uniform thickness of 25mm with mechancial paver to the specified grades and cross section and compaction by 80-100 KN power roller 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 chrages and fuel charges for 20-30 T CMP with bitumen boiler, tipper trucks, power finisher power rollers and all another tools and plant required including all other incidental charges etc., completed as per specification using cmp clause 511 of MOST specification.
Add :- GST @ 18%
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