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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAdmitted-Finance | ₹10.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.5 Cr+₹73.4 L (6.81%)Admitted-Finance | ₹11.5 Cr+₹73.4 L (6.81%) | L2 | Admitted-Finance |
| 3 | L3₹12.5 Cr+₹1.7 Cr (15.6%)Admitted-Finance | ₹12.5 Cr+₹1.7 Cr (15.6%) | L3 | Admitted-Finance |
| 4 | L4₹13.4 Cr+₹2.6 Cr (24.2%)Admitted-Finance | ₹13.4 Cr+₹2.6 Cr (24.2%) | L4 | Admitted-Finance |
| 5 | L5₹13.9 Cr+₹3.1 Cr (28.5%)Admitted-Finance NO 91 GROUND FLOOR 3RD CROSS ROAD OPPOSITE VASAVI KANNIKA PARAMESHWARI TEMPLE BENGALURU BENGALURU 560021 KARNATAKA INDIA | BENGALURU | BENGALURU | KARNATAKA | 560021 | ₹13.9 Cr+₹3.1 Cr (28.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI CHOWDESHWARI CONCRETE INDIA PRIVATE LIMITED L1 | JNY Infrastructures Pvt Ltd L4 | KVR Construction Heights Pvt Ltd L5 | Ganapathi Stone Crushers Pvt Ltd L2 | ABG GREEN INFRA PVT LTD L3 | Udayshivakumar Infra Limited L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for bitumen.with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Harohalli Halgur | 7,950 | sqm | 9.29 ₹73,855.5 Lowest | 10 ₹79,500 | 13 ₹1,03,350 | 11.96 ₹95,082 | 14 ₹1,11,300 | 13.65 ₹1,08,517.5 |
| 2.00 | Sathyagala | 71,260.56 | sqm | 9.27 ₹6,60,585.39 Lowest | 10 ₹7,12,605.6 | 13 ₹9,26,387.28 | 11.94 ₹8,50,851.09 | 14 ₹9,97,647.84 | 13.65 ₹9,72,706.64 |
| 3.00 | 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 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 . 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix) | 3,909.63 | cum | 7,312.8 ₹2,85,90,342.26 | 9,600 ₹3,75,32,448 | 9,600 ₹3,75,32,448 | 6,910.18 ₹2,70,16,247.03 Lowest | 9,050 ₹3,53,82,151.5 | 10,080 ₹3,94,09,070.4 |
| 4.00 | 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 (As per Job Mix) .
Harohalli Halgur | 318 | cum | 8,810.89 ₹28,01,863.02 | 11,800 ₹37,52,400 | 11,700 ₹37,20,600 | 8,140.07 ₹25,88,542.26 Lowest | 10,400 ₹33,07,200 | 12,285 ₹39,06,630 |
| 5.00 | Sathyagala | 2,850.42 | cum | 8,865.62 ₹2,52,70,758.29 Lowest | 11,800 ₹3,36,34,979.6 | 11,700 ₹3,33,49,937.4 | 11,413 ₹3,25,31,866.29 | 10,400 ₹2,96,44,388.8 | 12,285 ₹3,50,17,434.27 |
| 6.00 | Milling of existing Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material 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 | 26,850 | sqm | 34.96 ₹9,38,676 | 35 ₹9,39,750 | 30 ₹8,05,500 Lowest | 45 ₹12,08,250 | 40.95 ₹10,99,507.5 | 31.5 ₹8,45,775 |
| 7.00 | Construction of thin white topping with plain Cement Concrete pavement over existing surface with approved grade cement at 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials all labour, usage charges of all machinery all 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. (As per Job Mix) | 5,370 | cum | 6,592.7 ₹3,54,02,799 | 7,750 ₹4,16,17,500 | 8,300 ₹4,45,71,000 | 6,202.65 ₹3,33,08,230.5 Lowest | 7,000 ₹3,75,90,000 | 8,715 ₹4,67,99,550 |
| 8.00 | Reinforced Cement Concrete Crash Barrier:Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with TMT - Fe 500 reinforcement conforming to MoRT&H Specification and as per details given IRC -119 (Fig.-26) 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-0.261 Sqm. /Meter, Double Face) including earthwork, Cement concrete, cost of all materials all labour, lead, lifts, loading, unloading 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. | 850 | Rmt | 2,011.14 ₹17,09,469 | 2,400 ₹20,40,000 | 2,000 ₹17,00,000 | 1,930.41 ₹16,40,848.5 Lowest | 2,355.99 ₹20,02,591.5 | 2,100 ₹17,85,000 |
| 9.00 | 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, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, to the required grade, level and alignment, as per drawing, form work, curing including cost of all materials, all labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,500 | Rmt | 142.15 ₹9,23,975 | 140 ₹9,10,000 Lowest | 183 ₹11,89,500 | 183 ₹11,89,500 | 166.53 ₹10,82,445 | 192.15 ₹12,48,975 |
| 10.00 | 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, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, to the required grade, level and alignment, as per drawing, form work, curing including cost of all materials, all labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,500 | Rmt | 174.78 ₹11,36,070 Lowest | 180 ₹11,70,000 | 183 ₹11,89,500 | 225 ₹14,62,500 | 204.75 ₹13,30,875 | 192.15 ₹12,48,975 |
Tender Value
₹13.9 Cr
EMD Value
₹27.8 L
Closing Date
14 Feb 2025, 4:00 pmClosed
EE NHD Bangalore
O/O EE NHD Bangalore
Improvements from Km 352 460 to Km 361 886 from Km 393 875 to Km 397 125 and from Km 438 450 to Km 441 700 on NH 948 NH 209 of D B section
2025_MoRTH_846909_1
NIT 12/2024-25 Dated 30.01.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Halguru on NH 209
Please refer Tender documents.
7 documents required · 7 mandatory
₹11,800
As per NIT
₹27.8 L
O/O EE NHD Bangalore
7 Mar 2025
31 Jan 2025
15 Feb 2025
31 Jan 2025
14 Feb 2025
31 Jan 2025
7 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for bitumen.with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Harohalli Halgur | 7,950 | sqm | 11.96 | ₹95,062.13 |
| 2 | Sathyagala | 71,260.56 | sqm | 9,414 | ₹67,08,46,911.84 |
| 3 | 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 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 . 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix) | - | cum | 11,342.54 | - |
| 4 | 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 (As per Job Mix) .
Harohalli Halgur | 318 | cum | 45 | ₹14,310 |
| 5 | Sathyagala | 0.8 | cum | 9,414 | ₹7,531.2 |
| 6 | Milling of existing Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material 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 | 26,850 | sqm | 11,342.54 | ₹30,45,47,199 |
| 7 | Construction of thin white topping with plain Cement Concrete pavement over existing surface with approved grade cement at 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials all labour, usage charges of all machinery all 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. (As per Job Mix) | 5,370 | cum | 45 | ₹2,41,650 |
| 8 | Reinforced Cement Concrete Crash Barrier:Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced Cement Concrete with TMT - Fe 500 reinforcement conforming to MoRT&H Specification and as per details given IRC -119 (Fig.-26) 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-0.261 Sqm. /Meter, Double Face) including earthwork, Cement concrete, cost of all materials all labour, lead, lifts, loading, unloading 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. | 850 | Rmt | 8,487 | ₹72,13,950 |
| 9 | 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, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, to the required grade, level and alignment, as per drawing, form work, curing including cost of all materials, all labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc., with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,500 | Rmt | 2,589 | ₹1,68,28,500 |
| 10 | 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, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409, to the required grade, level and alignment, as per drawing, form work, curing including cost of all materials, all labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc.,with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,500 | Rmt | 183 | ₹11,89,500 |
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