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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹16.7 L (4.98%)Admitted-Finance 9 K K NAGAR 10TH STREET POLICE QUARTERS ROAD GANAPATHY COIMBATORE 641 006 | COIMBATORE | TAMIL NADU | 641006 | ₹3.5 Cr+₹16.7 L (4.98%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Vishnu Infrastructures L1 | SRI BANU CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Cleaning, Levelling and Removing the debrises using Mechanical JCB for hire basis including all labour charges etc complete complying with standard specification and as directed by the departmental officers. | 120 | Hours | 735 ₹88,200 Lowest | 770 ₹92,400 |
| 2.00 | Earth work excavation in all soils and sub-soils and the full depth as may be directed by the departmental officers with initial lead and lift and cleaning and levelling the site etc complete complying with standard specification and as directed by the departmental officers. | 2,760 | Cum | 71 ₹1,95,960 Lowest | 74 ₹2,04,240 |
| 3.00 | Conveying the excavated earth from the site from 0 to 15 km lead including loading and unloading charges etc complete complying with standard specification and as directed by the departmental officers. | 2,208 | Cum | 195 ₹4,30,560 Lowest | 205 ₹4,52,640 |
| 4.00 | Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc complete complying with standard specification and as directed by the departmental officers. | 31,515 | Cum | 560 ₹1,76,48,400 Lowest | 588 ₹1,85,30,820 |
| 5.00 | Granular Sub Base -Grade-I Providing GSB using materials as per clause 401.2.1viz, sand, morum, gravel, crushed stone individuals or combination thereof which satisfies the grading III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 20 CBR including cost and conveyance of earth all materials and hire and machinery charges of tools and plants employed and all other incidental charges as per MORTH revision IV | 2,762 | Cum | 1,620 ₹44,74,440 Lowest | 1,700.6 ₹46,97,057.2 |
| 6.00 | Providing, Laying, Spreading and Compacting of Wet Mix Macadam with Clean, Crushed, Graded Aggregates and Granular Materials and Finished in Accordance with the Requirements of the Specifications and Thickness as per Approved Plans etc complete complying with standard specification and as directed by the departmental officers. | 1,842 | Cum | 2,105 ₹38,77,410 Lowest | 2,208.69 ₹40,68,406.98 |
| 7.00 | Tack coat using Emulsion prime coat over WMM sruface using 7kg including all labour and material charges etc complete complying with standard specification and as directed by the departmental officers. | 8,060 | Sqm | 68 ₹5,48,080 Lowest | 72 ₹5,80,320 |
| 8.00 | Tack coat over WMM surface using 2.5 kg including all labour and material charges etc complete complying with standard specification and as directed by the departmental officers. | 8,060 | Sqm | 13 ₹1,04,780 Lowest | 14 ₹1,12,840 |
| 9.00 | Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications | 405 | Cum | 9,152 ₹37,06,560 Lowest | 9,597.5 ₹38,86,987.5 |
| 10.00 | Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 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 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. | 245 | Cum | 8,853 ₹21,68,985 Lowest | 9,284 ₹22,74,580 |
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
29 Mar 2022, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Big bazaar street, Town hall, Coimbatore-1
Formation of BT surface Road from Palakkad main Road to Kulathupalayam Via Sengulam Bund in Ward No 91
2022_MAWS_224786_3
e7/2022
Open Tender
Civil Works
Works
180 days
Sengulam Bund in Ward No 91
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹3.8 L
JNNURM Conference Hall, Coimbatore Corporation
12 Apr 2022
10 Mar 2022
30 Mar 2022
10 Mar 2022
29 Mar 2022
10 Mar 2022
11 Mar 2022
Amount
Cleaning, Levelling and Removing the debrises using Mechanical JCB for hire basis including all labour charges etc complete complying with standard specification and as directed by the departmental officers.
Earth work excavation in all soils and sub-soils and the full depth as may be directed by the departmental officers with initial lead and lift and cleaning and levelling the site etc complete complying with standard specification and as directed by the departmental officers.
Conveying the excavated earth from the site from 0 to 15 km lead including loading and unloading charges etc complete complying with standard specification and as directed by the departmental officers.
Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc complete complying with standard specification and as directed by the departmental officers.
Granular Sub Base -Grade-I Providing GSB using materials as per clause 401.2.1viz, sand, morum, gravel, crushed stone individuals or combination thereof which satisfies the grading III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 20 CBR including cost and conveyance of earth all materials and hire and machinery charges of tools and plants employed and all other incidental charges as per MORTH revision IV
Providing, Laying, Spreading and Compacting of Wet Mix Macadam with Clean, Crushed, Graded Aggregates and Granular Materials and Finished in Accordance with the Requirements of the Specifications and Thickness as per Approved Plans etc complete complying with standard specification and as directed by the departmental officers.
Tack coat using Emulsion prime coat over WMM sruface using 7kg including all labour and material charges etc complete complying with standard specification and as directed by the departmental officers.
Tack coat over WMM surface using 2.5 kg including all labour and material charges etc complete complying with standard specification and as directed by the departmental officers.
Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications
Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 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 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.
Road marking with hot applied Thermoplastic compound with reflectorising glass beads on bituminous surface. Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free streaks and holes etc complete complying with standard specification and as directed by the departmental officers.
Providing and erecting direction and place identification Retro-Reflectorised sign board as per IRC made of high intensity grade sheeting vide clause 801.30 fixed over aluminium sheeting etc complete complying with standard specification and as directed by the departmental officers.
Road markers / Road stud with lense Reflector Providing and fixing reflective road of category B raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels(bi-convex reflector) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retoo-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular no. RW/NH.33023/10/97-Do.lll dt 11.06.97 and the lenth, height and width of the body shall be flat within 1.8mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyi methecrylate conforming it ASTM D788. The area of each retro- reflectory surface shall not be less than 13.0sq.cm. The slope or retro - reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical polymar shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better incharge.
Add :- GST 12 %
SRI BANU CONSTRUCTIONS
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