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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹20.4 L (12.6%)Admitted-Finance | ₹1.8 Cr+₹20.4 L (12.6%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | H M ANJANEYA L2 | SAMRUDDHI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for road way in soil by mechanical means using dozer including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 723.5 | cum | 115 ₹83,202.5 | 106 ₹76,691 Lowest |
| 2.00 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, to get the required density complete as per clause 310 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 7,235 | Sqm | 2 ₹14,470 | 1.7 ₹12,299.5 Lowest |
| 3.00 | 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 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. (New formation) | 4,006.79 | cum | 350 ₹14,02,376.5 | 320 ₹12,82,172.8 Lowest |
| 4.00 | Plant Mix Method Construction of Granular sub-base by providing, laying, spreading and compacting of Close graded material, mixing in a wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, gurading, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. to achive minimum CBR value of 30% A. (iii) Grading-III Coarse graded metal | 1,085.25 | cum | 2,000 ₹21,70,500 | 1,780 ₹19,31,745 Lowest |
| 5.00 | Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with motor grader to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, including cost of all materials, labour, hire charges of machinery, lead,lift loading, unloading stacking with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. Plant Mix Method | 3,931.19 | cum | 2,100 ₹82,55,499 | 1,810 ₹71,15,453.9 Lowest |
| 6.00 | Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-3 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 15,142 | Sqm | 80 ₹12,11,360 | 69.63 ₹10,54,337.46 Lowest |
| 7.00 | Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving Bitumen complying with IS 73-2013 and as per IRC -22 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, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. On granular base such as WBM & WMM surface treated with primer/over B.T.surface (dry&hunger) at 2.5kg/10 sqm. | 15,142 | Sqm | 12 ₹1,81,704 | 10 ₹1,51,420 Lowest |
| 8.00 | Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen as per clause 504.2.1) complying with IS 73-2013 /IS15462(IRS SP53) 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 Mechanical 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 with a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness-30mm). Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen Using VG-30 grade Paving Bitumen | 454.26 | Cum | 9,200 ₹41,79,192 | 8,664 ₹39,35,708.64 Lowest |
| 9.00 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2012including 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 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work B.supported on a Class-B GI Pipe 80mm outer dia 3.5 mtrs height (minimum effective height 1.90m) made of Micro Prismatic retro reflecting type XI sheeting as per table 6.9 (viii) 90X30cm rectangular hazard. | 50 | Each | 4,000 ₹2,00,000 | 3,870 ₹1,93,500 Lowest |
| 10.00 | 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 mentioned area 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 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.a)5.50Kg per Sqm 2.5 mm thick | 776.92 | Sqm | 650 ₹5,04,998 | 528 ₹4,10,213.76 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
23 Sept 2021, 4:00 pmClosed
Executive Engineer NHD Bengaluru
O/o Executive Engineer NHD Bengaluru
Intensive repairs and maintenance of NH-234 Madhugiri- Mulbagal Section (untackled/Partially tackled required immediate maintenance) in selected reaches from km 362.200 to km 400.330 in the State of Karnataka
2021_MoRTH_647277_1
NIT 03 2021-22 dated 08.09.2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Chikkaballapura
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
As per NIT
₹2.7 L
12 Oct 2021
9 Sept 2021
24 Sept 2021
9 Sept 2021
23 Sept 2021
9 Sept 2021
Amount
Earthwork excavation for road way in soil by mechanical means using dozer including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, to get the required density complete as per clause 310 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with 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 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 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. (New formation)
Plant Mix Method Construction of Granular sub-base by providing, laying, spreading and compacting of Close graded material, mixing in a wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer, cost of all materials, labour, hire charges of machinery, lighting, gurading, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. to achive minimum CBR value of 30% A. (iii) Grading-III Coarse graded metal
Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper to paver, laid over a previously prepared surface with motor grader to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, including cost of all materials, labour, hire charges of machinery, lead,lift loading, unloading stacking with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. Plant Mix Method
Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-3 including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work.
Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving Bitumen complying with IS 73-2013 and as per IRC -22 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, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading stacking,with all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work. On granular base such as WBM & WMM surface treated with primer/over B.T.surface (dry&hunger) at 2.5kg/10 sqm.
Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen as per clause 504.2.1) complying with IS 73-2013 /IS15462(IRS SP53) 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 Mechanical 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 with a lead of mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness-30mm). Using 40-60 TPH HMP, Grading-2 with 5.4% Bitumen Using VG-30 grade Paving Bitumen
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 - 2012including 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 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work B.supported on a Class-B GI Pipe 80mm outer dia 3.5 mtrs height (minimum effective height 1.90m) made of Micro Prismatic retro reflecting type XI sheeting as per table 6.9 (viii) 90X30cm rectangular hazard.
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 mentioned area 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 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.a)5.50Kg per Sqm 2.5 mm thick
H M ANJANEYA
Bidder Name
SAMRUDDHI CONSTRUCTIONS
H M ANJANEYA
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