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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAdmitted-Finance | ₹8.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.2 Cr+₹25.4 L (2.85%)Admitted-Finance | ₹9.2 Cr+₹25.4 L (2.85%) | L2 | Admitted-Finance |
| 3 | L3₹9.4 Cr+₹48.8 L (5.47%)Admitted-Finance | ₹9.4 Cr+₹48.8 L (5.47%) | L3 | Admitted-Finance |
| 4 | L4₹9.4 Cr+₹51.1 L (5.72%)Admitted-Finance | ₹9.4 Cr+₹51.1 L (5.72%) | L4 | Admitted-Finance |
| 5 | L5₹9.7 Cr+₹75.6 L (8.47%)Admitted-Finance | ₹9.7 Cr+₹75.6 L (8.47%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | YOGANANDA Y S L7 | ANNAPOORNESHWARI CONSTRUCTION L8 | Ashoka S L2 | RAMESH KUMAR KOTHARI L1 | L G CONSTRUCTIONS L9 | GOVINDEGOWDA AND SONS L10 | Ganapathi Stone Crushers Pvt Ltd L5 | V T DINESH KUMAR L3 | S B L Constructions L6 | KRISHNA S L11 | SML CONSTRUCTIONS L4 | ATHMANANDA P S L12 | STG INFRASYS PRIVATE LIMITED L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving bitumen (80/100 grade bitumen ) complying with IS.73 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, Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work On black topped surface at 2.0kg/10 sqm . | 1,50,510 | Sqm | 11.23 ₹16,90,227.3 | 13 ₹19,56,630 | 7 ₹10,53,570 Lowest | 25 ₹37,62,750 | 11 ₹16,55,610 | 11.19 ₹16,84,206.9 | 10 ₹15,05,100 | 11 ₹16,55,610 | 12 ₹18,06,120 | 9.92 ₹14,93,059.2 | 10.68 ₹16,07,446.8 | 13.28 ₹19,98,772.8 | 13.87 ₹20,87,573.7 |
| 2.00 | Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .50-75mm compacted thickness | 910.43 | Cum | 9,323.2 ₹84,88,120.98 | 9,000 ₹81,93,870 | 11,000 ₹1,00,14,730 | 7,800 ₹71,01,354 | 9,477 ₹86,28,145.11 | 10,620 ₹96,68,766.6 | 8,910 ₹81,11,931.3 | 8,700 ₹79,20,741 | 7,000 ₹63,73,010 Lowest | 10,000 ₹91,04,300 | 8,850.77 ₹80,58,006.53 | 11,007 ₹1,00,21,103.01 | 11,000 ₹1,00,14,730 |
| 3.00 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 5.40% of mix filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). Using 100-120 TPH Batch Mix , Grading-2 with (30-40 mm compacted thickness) Using VG-40 grade Paving Bitumen (As per Job Mix) | 6,287.04 | Cum | 10,858.6 ₹6,82,68,452.54 | 11,500 ₹7,23,00,960 | 12,000 ₹7,54,44,480 | 9,500 ₹5,97,26,880 Lowest | 10,906 ₹6,85,66,458.24 | 11,119 ₹6,99,05,597.76 | 11,550 ₹7,26,15,312 | 10,150 ₹6,38,13,456 | 11,000 ₹6,91,57,440 | 12,600 ₹7,92,16,704 | 10,185.19 ₹6,40,34,696.94 | 12,667 ₹7,96,37,935.68 | 13,280 ₹8,34,91,891.2 |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) | 7,518 | Cum | 454.01 ₹34,13,247.18 | 354 ₹26,61,372 | 150 ₹11,27,700 Lowest | 380 ₹28,56,840 | 462 ₹34,73,316 | 300 ₹22,55,400 | 300 ₹22,55,400 | 430 ₹32,32,740 | 453 ₹34,05,654 | 436.6 ₹32,82,358.8 | 431.59 ₹32,44,693.62 | 537 ₹40,37,166 | 560.5 ₹42,13,839 |
| 5.00 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, labour, loading, unloading, lead, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work | 8,156.2 | sqm | 85.07 ₹6,93,847.93 | 83 ₹6,76,964.6 | 105 ₹8,56,401 | 100 ₹8,15,620 | 87 ₹7,09,589.4 | 111 ₹9,05,338.2 | 75.6 ₹6,16,608.72 Lowest | 81 ₹6,60,652.2 | 85 ₹6,93,277 | 79.06 ₹6,44,829.17 | 80.87 ₹6,59,591.89 | 100.5 ₹8,19,698.1 | 105.02 ₹8,56,564.12 |
| 6.00 | Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area 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 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. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
A) 5.50 Kg /sqm (a) 2.50 mm thick | 23,950 | sqm | 606.93 ₹1,45,35,973.5 | 472 ₹1,13,04,400 | 50 ₹11,97,500 Lowest | 396 ₹94,84,200 | 618 ₹1,48,01,100 | 600 ₹1,43,70,000 | 400 ₹95,80,000 | 580 ₹1,38,91,000 | 605 ₹1,44,89,750 | 560.5 ₹1,34,23,975 | 576.96 ₹1,38,18,192 | 718 ₹1,71,96,100 | 749.3 ₹1,79,45,735 |
| 7.00 | (b) 10 mm thick | 810 | sqm | 1,715.66 ₹13,89,684.6 | 2,118 ₹17,15,580 | 50 ₹40,500 Lowest | 1,584 ₹12,83,040 | 1,746 ₹14,14,260 | 2,000 ₹16,20,000 | 450 ₹3,64,500 | 1,640 ₹13,28,400 | 1,711 ₹13,85,910 | 1,652 ₹13,38,120 | 1,630.94 ₹13,21,061.4 | 2,028 ₹16,42,680 | 2,118.1 ₹17,15,661 |
| 8.00 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work | 960 | Nos | 334.53 ₹3,21,148.8 | 330 ₹3,16,800 | 350 ₹3,36,000 | 1,740 ₹16,70,400 | 341 ₹3,27,360 | 370 ₹3,55,200 | 200 ₹1,92,000 Lowest | 320 ₹3,07,200 | 334 ₹3,20,640 | 324.5 ₹3,11,520 | 318.01 ₹3,05,289.6 | 395 ₹3,79,200 | 413 ₹3,96,480 |
| 9.00 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres including all lead, lifts, all labour, hire charges of all machineries etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work A) Mechanical means using Hydraulic excavator | 9,300 | Mtrs | 56.39 ₹5,24,427 | 47 ₹4,37,100 | 70 ₹6,51,000 | 150 ₹13,95,000 | 57 ₹5,30,100 | 69 ₹6,41,700 | 39.99 ₹3,71,907 Lowest | 54 ₹5,02,200 | 56 ₹5,20,800 | 54.28 ₹5,04,804 | 53.61 ₹4,98,573 | 66.67 ₹6,20,031 | 69.62 ₹6,47,466 |
| 10.00 | Clearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. and as per the direction of the Engineer-In-Charge for successful completion of work By Manual Means. | 0.92 | Hec | 28,888.1 ₹26,577.05 | 35,400 ₹32,568 | 35,664 ₹32,810.88 | 80,000 ₹73,600 | 29,405 ₹27,052.6 | 33,000 ₹30,360 | 32,600 ₹29,992 | 27,622 ₹25,412.24 | 28,810 ₹26,505.2 | 25,688.6 ₹23,633.51 Lowest | 27,461.53 ₹25,264.61 | 34,153 ₹31,420.76 | 35,664.32 ₹32,811.17 |
Tender Value
₹12.3 Cr
EMD Value
₹18.4 L
Closing Date
5 Oct 2023, 4:00 pmClosed
EE NH Division Bangalore
O/O EE NHD Bangalore
Periodical Renewal from Km 229 550 to Km 238 850 in Srirangapatna Town and bypass remaining reaches on NH 275 Bantwal Bangalore section
2023_MoRTH_772658_1
NIT 08/2023-24 Dated 20.09.2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Srirangapattana
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
As per NIT
₹18.4 L
O/O EE NHD Bangalore
3 Nov 2023
21 Sept 2023
6 Oct 2023
21 Sept 2023
5 Oct 2023
22 Sept 2023
26 Sept 2023
Amount
Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving bitumen (80/100 grade bitumen ) complying with IS.73 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, Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work On black topped surface at 2.0kg/10 sqm .
Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 4.50% by weight of total mix and filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work .50-75mm compacted thickness
Providing and laying Bituminous Concrete with higher capacity batch type hot mix plat using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS 73-2013 of specified grading, premixed with bituminous binder at 5.40% of mix filler, transporting the hot mix at work site,laying with Hydraustatic Paver Finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled, vibratory and tandem roller, to achieve the desired compaction as per MORTH specification clause no.507, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). Using 100-120 TPH Batch Mix , Grading-2 with (30-40 mm compacted thickness) Using VG-40 grade Paving Bitumen (As per Job Mix)
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, labour, loading, unloading, lead, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Painting the road surface using approved quality Thermo Plastic material (homogeniously composed of aggregates, pigment, resings and glass reflectorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area 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 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. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work A) 5.50 Kg /sqm (a) 2.50 mm thick
(b) 10 mm thick
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres including all lead, lifts, all labour, hire charges of all machineries etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work A) Mechanical means using Hydraulic excavator
Clearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. and as per the direction of the Engineer-In-Charge for successful completion of work By Manual Means.
Solar blinkers as per the direction of the Engineer-In-Charge for successful completion of work
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.and as per the direction of the Engineer-In-Charge for successful completion of work . (a) 90cm equilateral triangle
(b) 60cm circular
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as per the direction of the Engineer-In-Charge for successful completion of work .
Directional and Place identification Signs with size more than 0.90 sqm Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing as per the direction of the Engineer-In-Charge for successful completion of work .
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with TMT reinforcement conforming MORTH specification and as per details given IRC-5 (fig-5,B) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, as per approved drawing and at locations directed by the Engineer, all as specified. (Area = 0.243sqm/mtr,single Phase) as per the direction of the Engineer-In-Charge for successful completion of work .
Ashoka S
V T DINESH KUMAR
SML CONSTRUCTIONS
Ganapathi Stone Crushers Pvt Ltd
S B L Constructions
YOGANANDA Y S
ANNAPOORNESHWARI CONSTRUCTION
L G CONSTRUCTIONS
GOVINDEGOWDA AND SONS
KRISHNA S
ATHMANANDA P S
STG INFRASYS PRIVATE LIMITED
Bidder Name
KRISHNA S
RAMESH KUMAR KOTHARI
ATHMANANDA P S
GOVINDEGOWDA AND SONS
Ashoka S
ANNAPOORNESHWARI CONSTRUCTION
YOGANANDA Y S
V T DINESH KUMAR
Ganapathi Stone Crushers Pvt Ltd
L G CONSTRUCTIONS
STG INFRASYS PRIVATE LIMITED
SML CONSTRUCTIONS
S B L Constructions
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