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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | ₹18.6 L Quoted ₹15.7 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹15.7 LSame as L1Rejected-Finance | ₹15.7 LSame as L1 | L2 | Rejected-Finance Rejected |
| 3 | L3₹16.3 L+₹62,730.23 (3.99%)Rejected-Finance | ₹16.3 L+₹62,730.23 (3.99%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹16.8 L+₹1.1 L (6.99%)Rejected-Finance AT PLOT NO 1008 NEAR JAGANNATH TEMPLE P O PATIA WARD NO 3 P S CHANDRASEKHARPUR BHUBANESWAR | BHUBANESWAR | ODISHA | ₹16.8 L+₹1.1 L (6.99%) | L4 | Rejected-Finance Rejected |
Tender Value
₹15.7 L
EMD Value
₹15,800
Closing Date
19 Feb 2026, 5:00 pmClosed
Executive Engineer,Central Tender Cell
Central Tender Cell,UG Floor,ICOMC Tower,Satya Nagar
Repair of Road from Shree Jagannath Temple up to Jangya Mandap at Patia in Ward No. 03
2026_ORULB_125679_7
BMC-EE-Tender Cell-69/2025-26 Dt. 06.02.2026
Open Tender
Civil Works - Roads
Percentage
60 days
BMC AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹15,800
Yes
Office chamber of the EE,Central Tender Cell
19 Jun 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
9 Feb 2026 - 13 Feb 2026
13 Feb 2026
Cleaning the existing B.T. surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous.
Labour for applying primer coat / tack coat @0.20Kg/Sqm
Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works. Data for 205 Cum (450 Tonne)
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work.
Road Marking with hot applied thermoplastic compound with refleat rising glass beads on bituminious surface etc complete.
Display Board & Photographs
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_579952.pdf
boq_comp_chart.xlsx
xlsx
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.32 MB
BOQ_579952.xls
BOQ • 0.23 MB
DTCN.pdf
Tender Documents • 0.93 MB
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