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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC AT MUKHIGUDA JAIPATNA DIST KALAHANDI | ₹1.6 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.4 Cr+₹11,889.75 (0.09%)Rejected-Finance | ₹1.4 Cr+₹11,889.75 (0.09%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.5 Cr+₹10.0 L (7.20%)Rejected-Finance | ₹1.5 Cr+₹10.0 L (7.20%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹1.9 Cr+₹56.6 L (40.9%)Rejected-Finance | ₹1.9 Cr+₹56.6 L (40.9%) | L4 | Rejected-Finance Rejected |
| 5 | L4₹1.9 Cr+₹56.6 L (40.9%)Rejected-Finance | ₹1.9 Cr+₹56.6 L (40.9%) | L4 | Rejected-Finance Rejected |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
12 May 2026, 5:00 pmClosed
Executive Engineer (Central Tender Cell)
Central Tender Cell, BMC, ICOMC Tower
Construction with widening including drain and development of Median near Shreekhetra Greenwood and Mahaveer vihar in Ward No. 49
2026_ORULB_128481_2
BMC-EE-Tender Cell-08/2026-27 dt. 24.04.2026
Open Tender
Civil Works - Others
Percentage
180 days
BMC, AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.9 L
Yes
UG floor,Office Chamber of EE Central Tender Cell
28 Jul 2026
28 Apr 2026
13 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
28 Apr 2026 - 4 May 2026
4 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in all kinds of soil including rough dressing and levelling the bed. direction of Engg -in- charge | - | cum | 176.12 | - |
| 2 | Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. (Data for 1 Cum) | - | cum | 858.58 | - |
| 3 | Conveying the excavated earth by mechanical means within 5 km lead with loading and unloading etc. complete. | - | cum | 97.97 | - |
| 4 | Supplying of all materials , Labour & T&P for laying sub-base in layers not exceeding 100 mm. watering and compacting to required density in OMC with P.R.R. but excluding costs conveyance of sub-base materials. | - | cum | 1,883.96 | - |
| 5 | Providing laying, spreading and compacting graded stone aggregate to "WET MIX MACADAM" specification including premixing the materials 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 achive the desired density as per Clause 406 of MoSRT&H specification for road and bridge works (4th Revision). | - | cum | 2,413.05 | - |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60Kg/M2 using mechanical means as per clause 502 of MoSRT&H specification for road & bridge work (4th revision) (Data for 3500M2) | - | sqm | 38.85 | - |
| 7 | Supplying all materials, labour, T&P and applying tack coat over granular surface treated with primer etc complete. | - | sqm | 31.52 | - |
| 8 | 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) | - | cum | 8,283.54 | - |
| 9 | 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. (Data for 195 Cum (450T) | - | cum | 10,929.24 | - |
| 10 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete. | - | sqm | 362.8 | - |
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