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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₹5.0 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.0 Cr+₹31,504.60 (0.06%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | SEETHAL CONSTRUCTIONS L1 | B M C GOWDA CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 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 or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete.By Mechanical Means.In area of thorny jungle. complete as per specification and on the direction of Engineer-in-Charge. | 1.76 | Ha | 13,000 ₹22,841 Lowest | 30,000 ₹52,710 |
| 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. By Mechanical Means using Hydraulic excavator | 1,650 | Sqm | 8 ₹13,200 Lowest | 8 ₹13,200 Lowest |
| 3.00 | 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 all labour, load, unload, usage charges of all machinery etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 1,826.72 | Cum | 150 ₹2,74,008 Lowest | 150 ₹2,74,008 Lowest |
| 4.00 | 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, complete as per clause 310, including all labour, usage charges of all machinery, materials etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 6,759.38 | Sqm | 4 ₹27,037.52 Lowest | 4 ₹27,037.52 Lowest |
| 5.00 | 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 lifts, loading, unloading, all labour, usage charges of machinery etc., complete with lead of mixed material as per specification & as per the direction of the Engineer-In-Charge. | 812.4 | Cum | 500 ₹4,06,200 Lowest | 500 ₹4,06,200 Lowest |
| 6.00 | Construction of granular sub-base by providing spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory 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, loading & unloading, lifts 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) Grading-II Material (Close graded) As per job mix. | 1,221 | Cum | 2,500 ₹30,52,500 Lowest | 2,500 ₹30,52,500 Lowest |
| 7.00 | 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 lifts etc., complete(Compacted thickness) Laying Using Grader 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. | 1,534.22 | Cum | 2,600 ₹39,88,968.75 Lowest | 2,600 ₹39,88,968.75 Lowest |
| 8.00 | 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,136.88 | Sqm | 60 ₹3,68,212.8 Lowest | 60 ₹3,68,212.8 Lowest |
| 9.00 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granualar surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery,lead,lift, loading & unloading etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,136.88 | Sqm | 16 ₹98,190 Lowest | 16 ₹98,190 Lowest |
| 10.00 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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 as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 28,407.5 | Sqm | 14 ₹3,97,705 Lowest | 14 ₹3,97,705 Lowest |
Tender Value
₹4.8 Cr
EMD Value
₹7.2 L
Closing Date
26 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 NH Division Bangalore
O/O EE NHD Bangalore
Improvements to road from Devanahalli Kempapura SH 96 Road from Ch 83 00 to 83 80km Double Road and 92 20 to 95 51km Job No CRIF KNT 2023 24 260
2024_MoRTH_835182_1
NIT No 10/2024-25 Date 15.11.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Kempapura near KGF
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
As per NIT
₹7.2 L
13 Dec 2024
16 Nov 2024
27 Nov 2024
16 Nov 2024
26 Nov 2024
16 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 or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete.By Mechanical Means.In area of thorny jungle. complete as per specification and on the direction of Engineer-in-Charge. | 1.76 | Ha | 32,600 | ₹57,278.2 |
| 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. By Mechanical Means using Hydraulic excavator | 1,650 | Sqm | 8.1 | ₹13,365 |
| 3 | 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 all labour, load, unload, usage charges of all machinery etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 1,826.72 | Cum | 59 | ₹1,07,776.48 |
| 4 | 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, complete as per clause 310, including all labour, usage charges of all machinery, materials etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. | 6,759.38 | Sqm | 472 | ₹31,90,427.36 |
| 5 | 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 lifts, loading, unloading, all labour, usage charges of machinery etc., complete with lead of mixed material as per specification & as per the direction of the Engineer-In-Charge. | 812.4 | Cum | 2,405 | ₹19,53,822 |
| 6 | Construction of granular sub-base by providing spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory 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, loading & unloading, lifts 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) Grading-II Material (Close graded) As per job mix. | 1,221 | Cum | 2,440 | ₹29,79,240 |
| 7 | 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 lifts etc., complete(Compacted thickness) Laying Using Grader 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. | 1,534.22 | Cum | 64.88 | ₹99,540.11 |
| 8 | 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 etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,136.88 | Sqm | 14.67 | ₹90,028.03 |
| 9 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granualar surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery,lead,lift, loading & unloading etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 6,136.88 | Sqm | 11.91 | ₹73,090.18 |
| 10 | Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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 as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. | 28,407.5 | Sqm | 9,559.07 | ₹27,15,49,281.03 |
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