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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹3.5 L (2.19%)Admitted-Finance | ₹1.6 Cr+₹3.5 L (2.19%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹7.1 L (4.47%)Admitted-Finance | ₹1.7 Cr+₹7.1 L (4.47%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹12.7 L (7.95%)Admitted-Finance | ₹1.7 Cr+₹12.7 L (7.95%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹12.8 L (8.02%)Admitted-Finance | ₹1.7 Cr+₹12.8 L (8.02%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | H P MADHUKAR L1 | MALLAPPA IMMADI GOUDA L2 | L KASIREDDY L3 | Shivaputrappa Hatti L4 | BASAVARAJ MANOHAR PURAD PWD CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat as per Table 500-2 on prepared surface using Rapid Setting Bituminous Emulsion (RS1)complying with IS 8887 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, loading, unloading stacking, etc complete, with all lead and lift and as per Engineer in Charge of work.On black topped surface @2.00kg/10sqm | 49,230.91 | Sqm | - | - | - | - | - |
| 2.00 | Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade(VG-30) in Batch/Hot 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 complete, excluding cost of primer/tack coat. (Compacted thickness).Using 40-60 TPH Hot mix plant and Hydrostatic with sensor control.with all lead and lift and as per Engineer in Charge of work. | 163.42 | Cum | - | - | - | - | - |
| 3.00 | Providing and laying Bituminous Concrete 40mm thick with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision as per IRC SP-53-2015. using 40-60 TPH capacity HMP with mechanical paver grading II (30-45mm) with 5.4% of modified bituminous binder consisting of 4.97% of VG-40 bitumen (60/70 grade) and 0.43% of plastomeric thermoplastics (waste plastic).with all lead and lift and as per Engineer in Charge of work. | 1,542.34 | Cum | - | - | - | - | - |
| 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, all lifts, loading, unloading, all labour, hire charges of machinery etc., complete. (New formation)with all lead and lift and as per Engineer in Charge of work. | 2,652 | Cum | - | - | - | - | - |
| 5.00 | Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm 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., complete.with all lead and lift and as per Engineer in Charge of work. | 2,149.88 | Sqm | - | - | - | - | - |
| 6.00 | Road studs with Lense Reflector:Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, lead,lift, transporting etc., complete. with all lead and lift and as per Engineer in Charge of work. | 144 | Nos | - | - | - | - | - |
| 7.00 | Direction and Place Identification signs upto 0.9sqm size board:Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on Supported on a class B GI pipe 80 mm dia, 3.50 m long 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., completewith all lead and lift and as per Engineer in Charge of work. | 3.6 | Sqm | - | - | - | - | - |
| 8.00 | Retro-Reflectorised traffic signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick supported on Supported on a class B GI pipe 80 mm dia, 3.50 m long firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., completewith all lead and lift and as per Engineer in Charge of work. | 12 | Nos | - | - | - | - | - |
Tender Value
₹1.9 Cr
EMD Value
₹2.8 L
Closing Date
16 Mar 2020, 4:00 pmClosed
Executive Engineer NH Dn Hubli
Office of the Executive Engineer NH Dn Hubli
Periodical Renewals from Km.5.15 to 6.05 / 6.80 to 7.95 and 33.160 to 39.95 of NH367 Bhanapur/Gaddankeri section in the state of Karnataka
2020_MoRTH_544394_1
ENH/HBL/PB-3/IFT/19/20/2568 Dt 12/02/2020
Open Tender
Civil Works - Roads
Item Rate
180 days
Bhanapur - Gaddankeri section
As per tender documents TENDER FEE IN DD AND EMD IN BG
4 documents required · 4 mandatory
₹5,000
Executive Engineer NH Dn Hubli
₹2.8 L
Executive Engineer NH Dn Hubli
4 May 2020
14 Feb 2020
17 Mar 2020
14 Feb 2020
16 Mar 2020
14 Feb 2020
24 Feb 2020
Amount
Providing and applying Tack Coat as per Table 500-2 on prepared surface using Rapid Setting Bituminous Emulsion (RS1)complying with IS 8887 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, loading, unloading stacking, etc complete, with all lead and lift and as per Engineer in Charge of work.On black topped surface @2.00kg/10sqm
Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-8,9,10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 Grade(VG-30) in Batch/Hot 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 complete, excluding cost of primer/tack coat. (Compacted thickness).Using 40-60 TPH Hot mix plant and Hydrostatic with sensor control.with all lead and lift and as per Engineer in Charge of work.
Providing and laying Bituminous Concrete 40mm thick with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision as per IRC SP-53-2015. using 40-60 TPH capacity HMP with mechanical paver grading II (30-45mm) with 5.4% of modified bituminous binder consisting of 4.97% of VG-40 bitumen (60/70 grade) and 0.43% of plastomeric thermoplastics (waste plastic).with all lead and lift and as per Engineer in Charge of work.
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, all lifts, loading, unloading, all labour, hire charges of machinery etc., complete. (New formation)with all lead and lift and as per Engineer in Charge of work.
Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm 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., complete.with all lead and lift and as per Engineer in Charge of work.
Road studs with Lense Reflector:Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 including cost of all materials, labour, loading, unloading, lead,lift, transporting etc., complete. with all lead and lift and as per Engineer in Charge of work.
Direction and Place Identification signs upto 0.9sqm size board:Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on Supported on a class B GI pipe 80 mm dia, 3.50 m long 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., completewith all lead and lift and as per Engineer in Charge of work.
Retro-Reflectorised traffic signs:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2001 made of high intensity grade micro prismatic HIP type IV sheeting, fixed over aluminium sheeting, 2 mm thick supported on Supported on a class B GI pipe 80 mm dia, 3.50 m long firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting etc., completewith all lead and lift and as per Engineer in Charge of work.
MALLAPPA IMMADI GOUDA
L KASIREDDY
Shivaputrappa Hatti
BASAVARAJ MANOHAR PURAD PWD CONTRACTOR
Bidder Name
H P MADHUKAR
L KASIREDDY
BASAVARAJ MANOHAR PURAD PWD CONTRACTOR
MALLAPPA IMMADI GOUDA
Shivaputrappa Hatti
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