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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.6 LAccepted-AOC | ₹7.6 L | L-1 | Accepted-AOC Successful L-1 Bidder |
| Sl No | Description | Qty | Unit | SHASHANK BHARDWAJ L1 |
|---|---|---|---|---|
| 1.00 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) : With Vibratory Roller | 11.74 | M3 | 2,064 ₹24,231.36 Lowest |
| 2.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen.: for GradingII(19 mm nominal size) | 60 | M3 | 7,100 ₹4,26,000 Lowest |
| 3.00 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 509 complete in all respects) : for Grading-I ( 13 mm nominal size ). | 28 | M3 | 9,846 ₹2,75,688 Lowest |
| 4.00 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 78.1 | M2 | 55 ₹4,295.5 Lowest |
| 5.00 | Tack Coat (Providing and applying tack coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | 800 | M2 | 20 ₹16,000 Lowest |
| 6.00 | 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 Rolling with Smooth wheelled roller | 75 | M3 | 137 ₹10,275 Lowest |
| 7.00 | Total impact of GST for the purpose of CTC | 1 | Nos | - |
Tender Value
₹10.5 L
EMD Value
₹13,200
Closing Date
14 Oct 2025, 11:00 amClosed
Staff Officer (Civil), Argada Area
Civil Office, GM Unit, Argada Area GM Unit, Argada area, CCL, Sirka-829101.
Repair of existing Blacktop road from Hospital Chowk to Satnam Singh Chowk under Gidi-A OCP, Argada Area
2025_CCL_344622_1
SO(C)(A)/e-Tender16/25-26/1867
Open Tender
Civil Works - Others
Item Rate
60 days
Gidi-A
Please refer Tender documents.
3 documents required · 3 mandatory
₹13,200
15 Dec 2025
25 Sept 2025
15 Oct 2025
26 Sept 2025
14 Oct 2025
26 Sept 2025
26 Sept 2025 - 3 Oct 2025
Amount
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate 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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) : With Vibratory Roller
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen.: for GradingII(19 mm nominal size)
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of 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. 509 complete in all respects) : for Grading-I ( 13 mm nominal size ).
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Tack Coat (Providing and applying tack coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
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 Rolling with Smooth wheelled roller
Total impact of GST for the purpose of CTC
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tech_eval.pdf
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finance_357239.pdf
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