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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-Finance | ₹6.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹6.9 Cr+₹33.1 L (5.08%)Accepted-Finance | ₹6.9 Cr+₹33.1 L (5.08%) | L2 | Accepted-Finance L2 |
| 3 | L3₹6.9 Cr+₹39.6 L (6.06%)Accepted-Finance | ₹6.9 Cr+₹39.6 L (6.06%) | L3 | Accepted-Finance L3 |
| 4 | L4₹7.0 Cr+₹49.7 L (7.61%)Accepted-Finance JAGESWARPUR WARD NO 08 P O P S JAJPUR DIST JAJPUR PIN 755001 | JAJPUR | JAJPUR | ODISHA | 755001 | ₹7.0 Cr+₹49.7 L (7.61%) | L4 | Accepted-Finance L4 |
Tender Value
₹8.3 Cr
EMD Value
₹8.3 L
Closing Date
6 Jul 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, BARIPADA
Construction of H.L. bridge over river Salandi at 3.400Km on Dubapal to Banmunda Road
2026_CERWI_134033_1
NCB416
National Competitive Bid
Civil Works - Bridges
Percentage
455 days
SERW Division, Karanjia
4 documents required · 4 mandatory
₹10,000
₹8.3 L
Yes
7 Sept 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
6 Jul 2026
1 Jul 2026
1 Jul 2026 - 4 Jul 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 | 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. | 0.8 | cum | - | - |
| 2Supplying & 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. | |||||
| 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 | - | - |
| 3.04 | For 6.50 mtr dia Well (Pier P1) | - | RM | - | - |
| 3.05 | For 6.50 mtr dia Well (Pier P2) | - | 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 | - |
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