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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance A 24 HOUSING UNIT KOLLAMPALAYAM ERODE 638 002 | ERODE | TAMIL NADU | 638002 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹5.9 L (4.76%)Admitted-Finance ERODE | ERODE | TAMIL NADU | 638001 | ₹1.3 Cr+₹5.9 L (4.76%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Kousic & Co L1 | MSK Infra Projects L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers 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) | 1,054 | M3 | 78.22 ₹82,443.88 Lowest | 81.95 ₹86,375.3 |
| 2.00 | 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. | 702.5 | M3 | 2,177.8 ₹15,29,904.5 Lowest | 2,281.18 ₹16,02,528.95 |
| 3.00 | 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 | 7,023 | M2 | 79.9 ₹5,61,137.7 Lowest | 83.71 ₹5,87,895.33 |
| 4.00 | 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 | 7,023 | M2 | 17.3 ₹1,21,497.9 Lowest | 18.1 ₹1,27,116.3 |
| 5.00 | Providing and laying tack coat of 2.0 kgs/10 sqm over the B.T surface treated with binder using 2.0 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 | 14,335 | M2 | 25.6 ₹3,66,976 Lowest | 26.81 ₹3,84,321.35 |
| 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 | 351.5 | M3 | 9,718.8 ₹34,16,158.2 Lowest | 10,181.6 ₹35,78,832.4 |
| 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 the mix to uniform thickness of 30mm with mechanical paver to the specified grades | 641 | M3 | 9,959.25 ₹63,83,879.25 Lowest | 10,433.5 ₹66,87,873.5 |
| 7.01and 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 using CMP as per clause 507 of MORTH Rev-5. | |||||
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
23 Feb 2024, 3:00 pmClosed
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKHI SUNDARANAR SALAI, ERODE-638001
RESTORATION OF DAMAGED BT ROAD DUE TO IMPLEMENTATION OF UGSS AND WATER SUPPLY SCHEME AT MOLAGOUNDANPALAYAM MAIN ROAD, MOLAGOUNDANPALAYAM SCHOOL ROAD, JAI BALAJI GARDEN CROSS 2, JAI BALAJI GARDEN CROSS 3, VAIYABURI NAGAR CROSS 2, JAI BALAJI NAGAR VEND
2024_MAWS_427076_1
E1-0313-2024-8-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works - Roads
Works
180 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹1.4 L
ERODE CITY MUNICIPAL CORPORATION
27 Feb 2024
19 Feb 2024
23 Feb 2024
19 Feb 2024
23 Feb 2024
19 Feb 2024
19 Feb 2024
Amount
Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers 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 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 tack coat of 2.0 kgs/10 sqm over the B.T surface treated with binder using 2.0 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 using CMP as per clause 507 of MORTH Rev-5.
MSK Infra Projects
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