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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance A 24 HOUSING UNIT KOLLAMPALAYAM ERODE 638 002 | ERODE | TAMIL NADU | 638002 | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹8.5 L (5.33%)Admitted-Finance | ₹1.7 Cr+₹8.5 L (5.33%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI BALAJI AND CO L2 | M/s. Kousic & Co L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for formation of roads in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 1,270 | m3 | 100 ₹1,27,000 | 76.74 ₹97,459.8 Lowest |
| 2.00 | 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, mix in 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 | 1,270 | M3 | 1,800 ₹22,86,000 | 1,607.52 ₹20,41,550.4 Lowest |
| 3.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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. | 1,270 | M3 | 2,250 ₹28,57,500 | 2,139.83 ₹27,17,584.1 Lowest |
| 4.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion 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 V Specifications | 12,700 | M3 | 100 ₹12,70,000 | 77.76 ₹9,87,552 Lowest |
| 5.00 | 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 for 10 square 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 Specifications | 12,700 | M2 | 30 ₹3,81,000 | 16.57 ₹2,10,439 Lowest |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 worksite, spreading the mix to uniform thickness of 50mm with | 635 | M3 | 9,700 ₹61,59,500 Lowest | 9,729.38 ₹61,78,156.3 |
| 6.01paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour 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 as per specification using CMP as per clause 505 MORTH Rev-5 Specification | |||||
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen and 5.03Kg of plastic waste (50.30*10%=5.03Kg) 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading | 381 | M3 | 10,000 ₹38,10,000 | 9,983.28 ₹38,03,629.68 Lowest |
| 7.01the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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, 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. | |||||
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
12 Jul 2023, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246,MEENAKHISUNDARANAR SALAI,ERODE-638001
PROVIDING B.T SURFACE ROADS AT JOTHI HOSPITAL BACK SIDE ROAD - 1056058R4253, JOTHI HOSPITAL BACK SIDE ROAD - 2 056058R4254, JEEVANANTHAM STREET CROSS ROAD - 3 056058R4245, JEEVANANTHAM STREET CROSS ROAD - 2 056058R4244, JEEVANANTHAM STREET CROSS ROAD
2023_MAWS_338647_1
E1-3321-2023-7-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works - Roads
Works
120 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹1.9 L
ERODE CITY MUNICIPAL CORPORATION
18 Jul 2023
8 Jul 2023
12 Jul 2023
8 Jul 2023
12 Jul 2023
8 Jul 2023
8 Jul 2023
Amount
Earth work excavation for formation of roads in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24)
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, mix in 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 ) soecification 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 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 V 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 for 10 square 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 Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 worksite, 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 labour 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 as per specification using CMP as per clause 505 MORTH Rev-5 Specification
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen and 5.03Kg of plastic waste (50.30*10%=5.03Kg) 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading
the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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, 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.
SRI BALAJI AND CO
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