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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹1.7 L (0.48%)Admitted-Finance | ₹3.5 Cr+₹1.7 L (0.48%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | D.S ABDUL RAHIMAN L1 | ABDUL KALAM AZAD L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 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, except lead for bitumen. On black topped surface at minimum 2.0kg/10 sqm, complete as per specification and direction of Engineer In charge of work. | 1,04,294.5 | Sqm | - | - |
| 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/VG-30 60/70 Grade paving bitumin (as per cluase 504.2.1) complying eith IS.73-2013 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 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 40-60 TPH Hot 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. | 261 | Cum | - | - |
| 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-30 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, except lead for Bitumen excluding cost of primer/tack coat. (Compacted thickness) 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. | 3,128.84 | 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 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. | 2,549.85 | Cum | - | - |
| 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. | 3,527.3 | Sqm | - | - |
| 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., 22.00 kg per Sqm 10 mm thick, complete as per specification and direction of Engineer In charge of work. | 233.75 | Sqm | - | - |
| 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. | 340 | Each | - | - |
| 8.00 | Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of cold rolled coil 16 Guage (1.6 mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/ Kannada/ Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level and the board 2.8 M from ground level as per approved drawing (Excluding cos of lettering) including cost all materials, labour, hire charges of machinery, lead, lift, transportation, labour, fixing in position firmly, including all incidental charges, etc., complete as per the direction and instructions of the Engineer in Charge of the work | 2 | Each | - | - |
| 9.00 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-relectorised sign as per IRC:67-2012 fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick with area not exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavtion, 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 transportation etc., complete relfectivity warrenty as per IRC:67-2012 supported on a class B GI pipe 80 mm outer dia, 3.50 Mtrs long made of high intensity grade Micro Prismatic type IV Sheeting as per table 6.6 complete as per the direction and instructions of the Engineer in Charge of the work | 7.2 | Sqm | - | - |
| 10.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick 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 with black and white paint to poles 30 cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporation etc., including all incidental charges, complete. reflectively warrenty as per IRC:67-2012 supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs height (min. effective height 1.90 mtrs) made of high intensity grade Micro Prismatic type IV Sheeting as per table 6.6 complete as per the direction and instructions of the Engineer in Charge of the work (90Cm Equilateral triangle) | 34 | Each | - | - |
Tender Value
₹3.4 Cr
EMD Value
₹5.1 L
Closing Date
5 May 2020, 4:00 pmClosed
Executive Engineer NH Division Mangalore
Executive Engineer NH Division Urwastore Ashoknagar Mangalore 575006
Periodical Renewal from Km.16.00 to 30.00 and from Km.86.00 to 90.00 of NH 169A Thirthahalli Udupi section in the State of Karnataka. (Job No.NH-169A-KNT-PR-2019-26)
2020_MoRTH_556940_1
NHD/MNG/NIT/NH169A/PR/19-20/10
Open Tender
Civil Works - Roads
Item Rate
175 days
Agumbe
As per tender document details
6 documents required · 6 mandatory
₹11,800
Regional pay and accounts officer MORTH Bangalore
₹5.1 L
11 May 2020
29 Apr 2020
6 May 2020
29 Apr 2020
5 May 2020
29 Apr 2020
Amount
Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 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, except lead for bitumen. On black topped surface 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/VG-30 60/70 Grade paving bitumin (as per cluase 504.2.1) complying eith IS.73-2013 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 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 40-60 TPH Hot 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-30 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, except lead for Bitumen excluding cost of primer/tack coat. (Compacted thickness) 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.
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., 22.00 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.
Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of cold rolled coil 16 Guage (1.6 mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/ Kannada/ Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level and the board 2.8 M from ground level as per approved drawing (Excluding cos of lettering) including cost all materials, labour, hire charges of machinery, lead, lift, transportation, labour, fixing in position firmly, including all incidental charges, etc., complete as per the direction and instructions of the Engineer in Charge of the work
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-relectorised sign as per IRC:67-2012 fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick with area not exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavtion, 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 transportation etc., complete relfectivity warrenty as per IRC:67-2012 supported on a class B GI pipe 80 mm outer dia, 3.50 Mtrs long made of high intensity grade Micro Prismatic type IV Sheeting as per table 6.6 complete as per the direction and instructions of the Engineer in Charge of the work
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick 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 with black and white paint to poles 30 cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporation etc., including all incidental charges, complete. reflectively warrenty as per IRC:67-2012 supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs height (min. effective height 1.90 mtrs) made of high intensity grade Micro Prismatic type IV Sheeting as per table 6.6 complete as per the direction and instructions of the Engineer in Charge of the work (90Cm Equilateral triangle)
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.
ABDUL KALAM AZAD
Bidder Name
ABDUL KALAM AZAD
D.S ABDUL RAHIMAN
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