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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAdmitted-Finance | ₹7.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.8 Cr+₹35.4 L (4.76%)Admitted-Finance | ₹7.8 Cr+₹35.4 L (4.76%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | Arvind BG L2 | SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Providing and applying Tack Coat with VG 10 grade paving bitumen Bitumen Pressure Distributor at the rate 0.20 Kg/Sqm on the prepared bituminous surface cleaned mechanical broom nd dusting air compressor and spraying including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work | 1,07,273 | Sqm | 15.39 ₹16,50,931.47 | 14.69 ₹15,75,840.37 Lowest |
| 2.00 | 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 etc complete with all lead for mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . | 4,505.47 | Cum | 14,348.1 ₹6,46,44,862.37 | 13,695.85 ₹6,17,06,172.82 Lowest |
| 3.00 | 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 and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . | 1,995.5 | Cum | 616.49 ₹12,30,205.8 | 588.47 ₹11,74,291.89 Lowest |
| 4.00Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50mm thick in PCC M-20 grade, sloped towards the kerb, kerb stones with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work | |||||
| 5.00 | PCC M15 Kerb base | 408 | Metre | 241.41 ₹98,495.28 | 230.43 ₹94,015.44 Lowest |
| 6.00 | PCC M20 Kerb Cast in Situ | 408 | Metre | 410.13 ₹1,67,333.04 | 391.49 ₹1,59,727.92 Lowest |
| 7.00 | 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, lift, transporting etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. | 4,771 | Sqm | 115.51 ₹5,51,098.21 | 110.26 ₹5,26,050.46 Lowest |
| 8.00Painting 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., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. | |||||
| 9.00 | 5.50 Kg/Sqm 2.50 mm thick | 3,743.96 | Sqm | 824.16 ₹30,85,622.07 | 786.69 ₹29,45,335.89 Lowest |
| 10.00 | 10 mm thick | 902.7 | Sqm | 2,329.7 ₹21,03,020.19 | 2,223.79 ₹20,07,415.23 Lowest |
Tender Value
₹7.1 Cr
EMD Value
₹10.6 L
Closing Date
1 Apr 2024, 4:30 pmClosed
EE NHD Bengaluru
Office of EE NHD Bengaluru
Periodical Renewal from Km 279 990 to Km 286 405 in Maddur Town limit on NH 275 Bantwal Bangalore section
2024_MoRTH_800989_1
NIT No. 08/23-24 2nd call Date 15.03.2024
Open Tender
Civil Works - Roads
Works
90 days
Maddur Town limits NH-275
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
As per NIT
₹10.6 L
21 May 2024
15 Mar 2024
2 Apr 2024
15 Mar 2024
1 Apr 2024
15 Mar 2024
Amount
Providing and applying Tack Coat with VG 10 grade paving bitumen Bitumen Pressure Distributor at the rate 0.20 Kg/Sqm on the prepared bituminous surface cleaned mechanical broom nd dusting air compressor and spraying including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
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 etc complete with all lead for mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work .
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 and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work .
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50mm thick in PCC M-20 grade, sloped towards the kerb, kerb stones with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
PCC M15 Kerb base
PCC M20 Kerb Cast in Situ
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, lift, transporting etc., complete with all other incidental charges 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., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
5.50 Kg/Sqm 2.50 mm thick
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 with all other incidental charges 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. including all lead, lifts, all labour, hire charges of all machineries etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. A) Mechanical means using Hydraulic excavator
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete.including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.-By Mechanical Means In area of light jungle
Solar Blinkers including all lead, lifts, all labour, hire charges of all machineries etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Speed Table including all lead, lifts, all labour, hire charges of all machineries etc., complete with all other incidental charges and 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 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
90 cm equilateral triangle
60 cm 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.with all other incidental charges etc., complete 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 including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.
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) including cost of all labour, usage charges of machinery,lead, lift, loading, unloading, transportation etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Arvind BG
Bidder Name
Arvind BG
SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED
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