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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹4.8 L (4.17%)Admitted-Finance 9 K K NAGAR 10TH STREET POLICE QUARTERS ROAD GANAPATHY COIMBATORE 641 006 | COIMBATORE | TAMIL NADU | 641006 | ₹1.2 Cr+₹4.8 L (4.17%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI BANU CONSTRUCTIONS L2 | SARASWATHI & CO L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavations in all soils and sub soils and the full depth as may be directed by the Deptl. officers with initial leads and lifts and cleaning and leveling the site etc, complete complying with standard specification | 1,680.6 | M3 | 60 ₹1,00,836 | 50 ₹84,030 Lowest |
| 2.00 | Providing Laying Spreading and Compacting Wet Mix Macadam (WMM) Specification including Premixing the materials with water at OMC in mechanical Mix Plant Carriage to mixed materials 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 | 785.57 | M3 | 2,200 ₹17,28,254 | 2,100 ₹16,49,697 Lowest |
| 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 (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 | 10,405.35 | M2 | 90 ₹9,36,481.5 | 80 ₹8,32,428 Lowest |
| 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 (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 | 10,405.35 | M2 | 20 ₹2,08,107 Lowest | 20 ₹2,08,107 Lowest |
| 5.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | 490.32 | M3 | 11,000 ₹53,93,520 | 10,516.8 ₹51,56,597.38 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 45.25 kgs of VG60/ VG70 bitumen,5.03 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 | 312.16 | M3 | 11,100 ₹34,64,976 | 11,000 ₹34,33,760 Lowest |
| 7.00 | Conveyance of Surplus earth from work site to city outer with average lead of 15 km | 1,344.48 | M3 | 110 ₹1,47,892.8 | 100 ₹1,34,448 Lowest |
| 8.00 | Road Marker s / Road stud with lense reflector providing and fixing road of category B raised pavement markers made out of poly carbonate / ABS Moulding body and reflective panels ( Bi- Convex reflector) with micro prismate lense capable of providing total internal reflection of the light entering the lens face with retro- reflection and chromaticity values conforming to ASTM D 4280 The reflective raised pavement markers shall also confirm to the morth Circular No. RM / NH .33023/1097-DO-III dt.11.06.97 and the length , height and with of the body shall be flate within 1.8 mm . The marker shall support load of 13635 kg tested in accordance with ASTM D 4280 lenses shall be moulded of Polycrbonate or Metic methercrylate surface shall not be less than 13.00 Sq.m the slope or retro – reflectory surface shall be 35+5 degree to phase . Each reflectory shall have a CIL not less than values specified in table to of said MORTH Circular and two Cylindrical polymer shanks of not less than 20 mm dia meter and not less than 30 mm length shall be provided for better ancharges. | 20 | Nos | 350 ₹7,000 | 300 ₹6,000 Lowest |
| 9.00 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflecting glass beasds @ 250 gsm per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as Morth specification of No.803) | 69.75 | M2 | 800 ₹55,800 Lowest | 800 ₹55,800 Lowest |
| 10.00GST 18% | |||||
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
29 Sept 2022, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore
Relaying of BT Surface at Brindha Layout Cross Road 1, Brindha Layout Cross Road 2, Brindha layout Cross Road 3, Brindha layout Cross Road 4, Brindha Layout cross road 5, Brindha Layout Cross Road 6, Ramakrishnapuram Road 1, Ramakrishnapuram Road 2
2022_MAWS_251612_6
e-43/2022 TURIP 2022-23 TWO COVER
Open Tender
Civil Works
Works
180 days
West Zone package6
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.3 L
JNNURM Conference Hall, Coimbatore Corporation
3 Oct 2022
14 Sept 2022
29 Sept 2022
14 Sept 2022
29 Sept 2022
14 Sept 2022
21 Sept 2022
Amount
Earth work excavations in all soils and sub soils and the full depth as may be directed by the Deptl. officers with initial leads and lifts and cleaning and leveling the site etc, complete complying with standard specification
Providing Laying Spreading and Compacting Wet Mix Macadam (WMM) Specification including Premixing the materials with water at OMC in mechanical Mix Plant Carriage to mixed materials 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 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 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 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 45.25 kgs of VG60/ VG70 bitumen,5.03 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
Conveyance of Surplus earth from work site to city outer with average lead of 15 km
Road Marker s / Road stud with lense reflector providing and fixing road of category B raised pavement markers made out of poly carbonate / ABS Moulding body and reflective panels ( Bi- Convex reflector) with micro prismate lense capable of providing total internal reflection of the light entering the lens face with retro- reflection and chromaticity values conforming to ASTM D 4280 The reflective raised pavement markers shall also confirm to the morth Circular No. RM / NH .33023/1097-DO-III dt.11.06.97 and the length , height and with of the body shall be flate within 1.8 mm . The marker shall support load of 13635 kg tested in accordance with ASTM D 4280 lenses shall be moulded of Polycrbonate or Metic methercrylate surface shall not be less than 13.00 Sq.m the slope or retro – reflectory surface shall be 35+5 degree to phase . Each reflectory shall have a CIL not less than values specified in table to of said MORTH Circular and two Cylindrical polymer shanks of not less than 20 mm dia meter and not less than 30 mm length shall be provided for better ancharges.
Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflecting glass beasds @ 250 gsm per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as Morth specification of No.803)
SRI BANU CONSTRUCTIONS
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