Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-AOC | ₹6.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L1₹6.5 CrRejected-AOC | ₹6.5 Cr | L1 | Rejected-AOC L1 |
| 3 | L2₹6.8 Cr+₹31.3 L (4.82%)Rejected-AOC AT PO PATASUNDARPUR KAKATPUR DIST PURI 752108 | KAKATPUR | PURI | ODISHA | 752108 | ₹6.8 Cr+₹31.3 L (4.82%) | L2 | Rejected-AOC L2 |
| 4 | L3₹7.3 Cr+₹76.3 L (11.8%)Rejected-AOC | ₹7.3 Cr+₹76.3 L (11.8%) | L3 | Rejected-AOC L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Insufficient bid capacity |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
23 Sept 2025, 5:00 pmClosed
CCE RWC Baripada
CCE RWC Baripada
Construction of Bridge over river Gobarjoda at 1.20 Km on Mituani to Purunapani Road under SBY in the District of Mayurbhanj.
2025_CERWI_117845_8
NCB 390 Bridge Works
National Competitive Bid
Civil Works - Bridges
Percentage
455 days
SERW Division, Karanjia
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹7.6 L
Yes
18 May 2026
10 Sept 2025
24 Sept 2025
10 Sept 2025
23 Sept 2025
10 Sept 2025
10 Sept 2025 - 22 Sept 2025
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 | Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. | - | cum | 1 | - |
| 2 | Supplying & fitting fixing in position steel cutting edge as per approved design & drawing weighing not less than 40kg. per meter including steel cladding using M.S.Angles/ rods, plates bolts & nuts, rivets complete wherever necessary including bending to size & shape drilling holes riveting welding bolting etc. complete in all respects confirming to relevant IRC codes & ISI specification including cost conveyance & all taxes of all materials, labour & T&P & all machineries etc. required for the work with all leads & lifts complete in position in all respects (cutting edge to be placed at the level of the bottom of well cap indicated in Drg. or 150 mm. above L.W.L. as specified in the Drg. or as per written order of the Engineer-in-Charge. | 1 | Qntl | - | - |
| 3Labour of sinking single circular well casion / cribwell of specfied diameter in all kinds of soil to line levels & plumb by scoping out from inside the well & bellow the steining by chiseling grabbing blasting ( if required ) etc. including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers oor using any other divices for removing the rock strata other than rock in lines plumb etc.complete as per specification and direction of the Engineer-in-charge. | |||||
| 3.01 | Upto 10.00 mtr depth | - | - | - | - |
| 3.02 | For 7.50 mtr dia Well (Abutment Left ) | - | RM | - | - |
| 3.03 | For 7.50 mtr dia Well (Abutment Right ) | - | RM | - | - |
| 4Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. | |||||
| 4.01 | For 7.50 mtr dia Well (Abutment Left ) | - | RM | 0.29 | - |
| 4.02 | For 7.50 mtr dia Well (Abutment Right ) | - | RM | 0.29 | - |
| 5Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. | |||||
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.12 MB
BOQ_552050.xls
BOQ • 0.45 MB
Gobarjoda.pdf
Tender Documents • 6.06 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .