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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹11.5 L (3.27%)Admitted-Finance | ₹3.6 Cr+₹11.5 L (3.27%) | L2 | Admitted-Finance |
| 3 | L3₹4.6 Cr+₹1.1 Cr (31.3%)Admitted-Finance | ₹4.6 Cr+₹1.1 Cr (31.3%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RUSHYASHRINGA HEGDE L3 | Budoli Ummar L2 | Karla Constructons L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 80/100 grade paving bitumin complying with IS 73-2013 and as per IRC of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by bitumen pressure distributor, including cost of all materials, labour, hire charges of machinery, labour, loading, unloading stacking, etc., including all incidental charges, complete, On black topped surface with primer at minimum @2.0kg/10 sqm, complete as per specification and direction of Engineer In charge of work. | 1,24,361.7 | Sqm | 10 ₹12,43,617 | 8 ₹9,94,893.6 Lowest | 8 ₹9,94,893.6 Lowest |
| 2.00 | Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder VG-40 paving bitumin (as per cluase 504.2.1) complying with IS.73-2013 in Batch mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc., including all incidental charges, complete, (Compacted thickness) Using 80-100 TPH Batch mix plant with Mechanical Paver Finisher 50 - 75 mm compacted thickness (Grading 2) with 4.50% Bitumen VG-40, complete as per specification and direction of Engineer In charge of work. | 187.62 | Cum | 8,200 ₹15,38,525 | 6,800 ₹12,75,850 Lowest | 7,000 ₹13,13,375 |
| 3.00 | Providing and laying Bituminous Concrete using Plastorneric thermo plastic (Waste plastic additive at 8% of Bitumin) crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-40 grade paving bitumun (as per cluase 504.2.1) complying with IS.73-2013/ IS 15462 (IRS SP53) with plastorneric thermoplastic in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc including all incidental charges, complete, using 80-00 TPH Batch mix plant with mechanical paver in finisher, Grading-II with 4.97% Bitumen and 0.43% plastorneric thermoplastic (30-40mm compacted thickness ) Using VG 40 Grade Bitumen complete as per specification and direction of Engineer In charge of work. MORTH Specification 507 | 3,730.85 | Cum | 9,677 ₹3,61,03,435.45 | 7,600 ₹2,83,54,460 Lowest | 7,600 ₹2,83,54,460 Lowest |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with all lifts, loading, unloading, all labour, hire charges of machinery etc., including all incidental charges, complete as per specification and direction of Engineer In charge of work. | 3,740.31 | Cum | 352 ₹13,16,589.12 | 285 ₹10,65,988.35 | 150 ₹5,61,046.5 Lowest |
| 5.00 | Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Painting the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting, etc., including all incidental charges, 5.50 kg per Sqm 2.5 mm thick, complete as per specification and direction of Engineer In charge of work. | 5,352.63 | Sqm | 528 ₹28,26,188.64 | 425 ₹22,74,867.75 | 380 ₹20,33,999.4 Lowest |
| 6.00 | Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Painting the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting, including all incidental charges, etc., 16.50 kg per Sqm 10 mm thick, complete as per specification and direction of Engineer In charge of work. | 251.25 | Sqm | 1,990 ₹4,99,987.5 | 1,650 ₹4,14,562.5 | 1,300 ₹3,26,625 Lowest |
| 7.00 | Road Studs with Lense Reflector Providing and fixing of Reflective Raised Pavement marker (RPM's) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total height of 20 mm size of 130 mm X 150mm and reflecting area of 13 Sqcm with the slope of retro reflective surface. The RPM's should be fixed by using two numbers of polymetric shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPM's should be got approved by the Engineer-in-charge of work before fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, including loading, unloading and including all incidental charges, complete as per the direction and instructions of the Engineer in Charge of the work. Reflectivity warranty as per IRC 67-2012 MORT&H Specification 507 | 8,377 | Nos | 320 ₹26,80,640 | 235 ₹19,68,595 | 200 ₹16,75,400 Lowest |
| 8.00 | Reflective stickers for Trees/Poles/Crash barrier etc size 100x150mm Providng and fixing retro-reflectorised sign as per IRC:67-2001 made of high intensity ISMC chanels on both sides to ensure the safety of night driving including cost of glue/ adhesive labour, material, all lead, lift, transporting furnishing work and other incidental charges, etc. complete and as direction by Engineer in charge of work. | 2,600 | Nos | 75 ₹1,95,000 | 55 ₹1,43,000 | 30 ₹78,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.6 L
Closing Date
26 Apr 2021, 4:00 pmClosed
Excutive Engineer
Executive Engineer, NH Division, Shivamogga
Periodical Renewal from km 115.00 to 141.00 of NH-169 Shivamogga-Mangalore Section in the state of Karnataka (Job No.NH-169-KNT-PR-2020-21-32)
2021_MoRTH_626199_1
EE/NHD/SMG/AE2/NIT01/57
Open Tender
Civil Works - Roads
Item Rate
180 days
NH-169 Shivamogga-Mangalore Section
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
GM MoRTH
₹6.6 L
28 Jul 2022
9 Apr 2021
27 Apr 2021
9 Apr 2021
26 Apr 2021
9 Apr 2021
9 Apr 2021 - 16 Apr 2021
Amount
Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 80/100 grade paving bitumin complying with IS 73-2013 and as per IRC of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by air compressor, and spraying by bitumen pressure distributor, including cost of all materials, labour, hire charges of machinery, labour, loading, unloading stacking, etc., including all incidental charges, complete, On black topped surface with primer at minimum @2.0kg/10 sqm, complete as per specification and direction of Engineer In charge of work.
Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder VG-40 paving bitumin (as per cluase 504.2.1) complying with IS.73-2013 in Batch mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with paver finisher to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc., including all incidental charges, complete, (Compacted thickness) Using 80-100 TPH Batch mix plant with Mechanical Paver Finisher 50 - 75 mm compacted thickness (Grading 2) with 4.50% Bitumen VG-40, complete as per specification and direction of Engineer In charge of work.
Providing and laying Bituminous Concrete using Plastorneric thermo plastic (Waste plastic additive at 8% of Bitumin) crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-40 grade paving bitumun (as per cluase 504.2.1) complying with IS.73-2013/ IS 15462 (IRS SP53) with plastorneric thermoplastic in hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc including all incidental charges, complete, using 80-00 TPH Batch mix plant with mechanical paver in finisher, Grading-II with 4.97% Bitumen and 0.43% plastorneric thermoplastic (30-40mm compacted thickness ) Using VG 40 Grade Bitumen complete as per specification and direction of Engineer In charge of work. MORTH Specification 507
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with all lifts, loading, unloading, all labour, hire charges of machinery etc., including all incidental charges, complete as per specification and direction of Engineer In charge of work.
Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Painting the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting, etc., including all incidental charges, 5.50 kg per Sqm 2.5 mm thick, complete as per specification and direction of Engineer In charge of work.
Road marking with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Painting the road surface using approved quality Thermo Plastic Material (homogeniously composed of aggregates, pigment, resins and glass reflectorising beeds) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250 gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting, including all incidental charges, etc., 16.50 kg per Sqm 10 mm thick, complete as per specification and direction of Engineer In charge of work.
Road Studs with Lense Reflector Providing and fixing of Reflective Raised Pavement marker (RPM's) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total height of 20 mm size of 130 mm X 150mm and reflecting area of 13 Sqcm with the slope of retro reflective surface. The RPM's should be fixed by using two numbers of polymetric shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPM's should be got approved by the Engineer-in-charge of work before fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, including loading, unloading and including all incidental charges, complete as per the direction and instructions of the Engineer in Charge of the work. Reflectivity warranty as per IRC 67-2012 MORT&H Specification 507
Reflective stickers for Trees/Poles/Crash barrier etc size 100x150mm Providng and fixing retro-reflectorised sign as per IRC:67-2001 made of high intensity ISMC chanels on both sides to ensure the safety of night driving including cost of glue/ adhesive labour, material, all lead, lift, transporting furnishing work and other incidental charges, etc. complete and as direction by Engineer in charge of work.
Budoli Ummar
RUSHYASHRINGA HEGDE
Bidder Name
RUSHYASHRINGA HEGDE
Budoli Ummar
Karla Constructons
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