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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.4 Cr+₹36.8 L (7.27%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | B Jayavibhava L2 | SRI SAI RAM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | 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. including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all lifts and lead, loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.ii) (A) By Mechanical Means in Light Jungle. | 1.5 | Ha | 30,000 ₹45,000 Lowest | 30,000 ₹45,000 Lowest |
| 2.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including all lifts and lead, loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.i) By Mechanical Means using Hydraulic excavator | 4,500 | Sqm | 6 ₹27,000 Lowest | 6 ₹27,000 Lowest |
| 3.00 | 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 including lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. A) By Mechanical means | 2,000 | Rmt | 75 ₹1,50,000 | 60 ₹1,20,000 Lowest |
| 4.00 | Construction of Embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lifts and lead, loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per table 300-2 and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 2,550 | Cum | 650 ₹16,57,500 | 600 ₹15,30,000 Lowest |
| 5.00 | Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, including all lifts and lead, loading and unloading chargres , hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete with lead of mixed material as per specification & as per the direction of the Engineer-In-Charge for successful completion of work(Compacted thickness-200mm) Grading-II Material (Close graded) As per job mix | 1,160 | Cum | 3,500 ₹40,60,000 | 3,250 ₹37,70,000 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts,transporting etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge for successfull completion of work . By using Motor grader As per job mix.(Compacted thickness-250mm) | 1,588.75 | Cum | 3,500 ₹55,60,625 | 3,400 ₹54,01,750 Lowest |
| 7.00 | Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per table-500-3, including all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. except lead for emulsion. | 5,500 | Sqm | 60 ₹3,30,000 | 50 ₹2,75,000 Lowest |
| 8.00 | Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Granular Surface.except lead for bitumen | 5,500 | Sqm | 20 ₹1,10,000 | 15 ₹82,500 Lowest |
| 9.00 | 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 all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Bituminous surface.except lead for bitumen | 20,900 | Sqm | 15 ₹3,13,500 | 12 ₹2,50,800 Lowest |
| 10.00 | Providing and laying Dense Graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery , lead, lifts, loading, unloading stacking transporting, etc.,except lead for bitumen excluding prime and tack coat. complete as per specification and as per the direction of the Engineer-In-Charge of work for successful completion of work. 50mm compacted thickness. Dense Graded Bituminous Macadam Grading-II. As per job mix
NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. | 1,320 | Cum | 10,000 ₹1,32,00,000 | 9,200 ₹1,21,44,000 Lowest |
Tender Value
₹4.9 Cr
EMD Value
₹7.3 L
Closing Date
28 Nov 2024, 4:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE NHD Bangalore
O/o EE NHD Bangalore
Improvements and Resurfacing of road connecting Hesaraghatta Tank Bund Road to BMH Road via Siddanahalli Madanayakanahalli and Lakshmipura from Ch 0 00 to 5 00 Km in Bengaluru North Taluk Job No CRIF KNT 2023 24 252
2024_MoRTH_835455_1
NIT NO 4/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Hesaraghatta Tank Bund
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
As per NIT
₹7.3 L
14 Feb 2025
19 Nov 2024
29 Nov 2024
19 Nov 2024
28 Nov 2024
19 Nov 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all lifts and lead, loading and unloading chargres , cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.ii) (A) By Mechanical Means in Light Jungle. | 1.5 | Ha | 32,600 | ₹48,900 |
| 2 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including all lifts and lead, loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.i) By Mechanical Means using Hydraulic excavator | 4,500 | Sqm | 8.1 | ₹36,450 |
| 3 | 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 including lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. A) By Mechanical means | 2,000 | Rmt | 59 | ₹1,18,000 |
| 4 | Construction of Embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lifts and lead, loading and unloading chargres , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per table 300-2 and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 2,550 | Cum | 472 | ₹12,03,600 |
| 5 | Construction of Granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, including all lifts and lead, loading and unloading chargres , hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete with lead of mixed material as per specification & as per the direction of the Engineer-In-Charge for successful completion of work(Compacted thickness-200mm) Grading-II Material (Close graded) As per job mix | 1,160 | Cum | 2,405 | ₹27,89,800 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts,transporting etc., complete with lead of mixed material as per specification and as per the direction of the Engineer-In-Charge for successfull completion of work . By using Motor grader As per job mix.(Compacted thickness-250mm) | 1,588.75 | Cum | 2,440 | ₹38,76,550 |
| 7 | Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per table-500-3, including all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges,transpoting etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. except lead for emulsion. | 5,500 | Sqm | 64.91 | ₹3,57,005 |
| 8 | Providing and applying tack coat with VG 10 grade bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Granular Surface.except lead for bitumen | 5,500 | Sqm | 14.68 | ₹80,740 |
| 9 | 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 all lifts and lead, loading and unloading charges , Cost of material & labour charges, hire charges of all machineries, materials with all other incidental charges etc., complete as per the specification and as per the direction of the Engineer-In-Charge for successful completion of work. Tack coat on Bituminous surface.except lead for bitumen | 20,900 | Sqm | 11.92 | ₹2,49,128 |
| 10 | Providing and laying Dense Graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery , lead, lifts, loading, unloading stacking transporting, etc.,except lead for bitumen excluding prime and tack coat. complete as per specification and as per the direction of the Engineer-In-Charge of work for successful completion of work. 50mm compacted thickness. Dense Graded Bituminous Macadam Grading-II. As per job mix
NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision. | 1,320 | Cum | 9,563.9 | ₹1,26,24,348 |
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