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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.2 Cr+₹17.8 L (3.56%)Admitted-Finance | ₹5.2 Cr+₹17.8 L (3.56%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s B Munikrishnappa L2 | SEETHAL CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish outside the periphery of the area. including cost of all materials all labour, lead, lifts, loading, unloading etc., complete. with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. By Manual Means | 0.44 | Hectare | 36,000 ₹15,840 Lowest | 37,000 ₹16,280 |
| 2.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material with all lifts and lead including cost of all labour, usage charges of all machinery etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 10,120 | Sqm | 10 ₹1,01,200 Lowest | 10 ₹1,01,200 Lowest |
| 3.00 | 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 lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 6,132 | cum | 600 ₹36,79,200 | 580 ₹35,56,560 Lowest |
| 4.00 | 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., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. | 2,009.57 | cum | 600 ₹12,05,742 | 580 ₹11,65,550.6 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, loading & unloading all lead, lifts etc., with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 3,584.35 | cum | 3,000 ₹1,07,53,050 | 2,900 ₹1,03,94,615 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 etc., complete, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work- Using Grader | 4,600 | cum | 3,200 ₹1,47,20,000 | 3,000 ₹1,38,00,000 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 cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 18,400 | Sqm | 80 ₹14,72,000 Lowest | 84 ₹15,45,600 |
| 8.00 | 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 granular 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, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 18,400 | Sqm | 20 ₹3,68,000 Lowest | 20 ₹3,68,000 Lowest |
| 9.00 | 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 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 all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work | 920 | cum | 12,200 ₹1,12,24,000 | 12,000 ₹1,10,40,000 Lowest |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of aggregate, 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. 507 complete in all respects 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 and as per the direction of the Engineer-In-Charge for successful completion of work | 552 | cum | 14,000 ₹77,28,000 | 13,500 ₹74,52,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
10 Jan 2023, 4:00 pmClosed
EE NHD BNG
O/o EE NHD BNG
Improvements to road from Bangarapet to State Border (Selected Reaches) in Kolar District
2023_MoRTH_732491_1
NIT12 dated 02.01.2023
Open Tender
Civil Works - Roads
Item Rate
90 days
Bangarpete
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
As per NIT
₹7.3 L
20 Jan 2023
2 Jan 2023
11 Jan 2023
2 Jan 2023
10 Jan 2023
2 Jan 2023
Amount
Clearing grass and removal of rubbish outside the periphery of the area. including cost of all materials all labour, lead, lifts, loading, unloading etc., complete. with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work. By Manual Means
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material with all lifts and lead including cost of all labour, usage charges of all machinery etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work
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 lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., with all other incidental charges 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., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
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, loading & unloading all lead, lifts etc., with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work
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 etc., complete, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work- Using Grader
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 cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work
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 granular 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, with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work
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 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 all lead, lifts, loading, unloading stacking transporting etc., complete, with all other incidental charges 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 plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of aggregate, 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. 507 complete in all respects 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 and as per the direction of the Engineer-In-Charge for successful completion of work
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work- 2.5 mm thickness
M/s B Munikrishnappa
Bidder Name
SEETHAL CONSTRUCTIONS
M/s B Munikrishnappa
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