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Tender Value
₹12.1 Cr
EMD Value
₹12.1 L
Closing Date
20 Aug 2026, 5:00 pm
Chief Engineer Buildings and Bridges
O/o of the EIC Rural Works Odisha Bhubaneswar
Construction of bridge over river Basundhara at 1.600Km on Tileimal to Chichinda (PS)
2026_CERWI_137601_1
Online 01/2026-27 (Bridge)
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Jharsuguda
2 documents required · 2 mandatory
₹10,000
₹12.1 L
Yes
31 Jul 2026
31 Jul 2026
21 Aug 2026
31 Jul 2026
20 Aug 2026
31 Jul 2026
31 Jul 2026 - 19 Aug 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 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per direction of Engineer-in-Charge. | 61.8 | cum | 877.16 | ₹54,208.49 |
| 2 | Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in-charge. | 1,583.86 | cum | 311.55 | ₹4,93,451.83 |
| 3 | Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining including cost of dredging & plants ,supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. balling out of water & dredging, removing all materials & obstacles from inside the wells inclusive of hire & running charges of all such machinery including materials & labour charges for providing kentledge loading if necessary & sinking to the required depth by loading with proper designed & preapproved weight & taking precautions adequately against tilting & shifting & dispiosal of the dredged materials away from the wells as per the direction of Engineer-in charge with all leads & lifts in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items) A) In all kinds of Soil (upto 10m depth) i) For 7.5m dia abutment wells | 18.82 | rm | 28,422.79 | ₹5,34,860.06 |
| 4 | ii) For 7.0m dia. pier wells | 8.56 | rm | 25,920.61 | ₹2,21,750.82 |
| 5 | Sinking 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-Charge. i) For 7.5m dia abutment wells | 2 | rm | 1,25,849.05 | ₹2,51,698.1 |
| 6 | ii) For 7.0m dia. pier wells | 2.6 | rm | 1,09,628.5 | ₹2,85,034.1 |
| 7 | Construction 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. i) For 7.5m dia abutment wells | 2.8 | rm | 3,43,804.89 | ₹9,62,653.69 |
| 8 | ii) For 7.0m dia. pier wells | 6.6 | rm | 2,99,492.25 | ₹19,76,648.85 |
| 9 | Sinking RCC well in fractuaed Hard rock (wherein UCS 12.5 mpa and RQD 50) 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. i) For 7.5m dia abutment wells | 6 | rm | 3,59,207.76 | ₹21,55,246.56 |
| 10 | ii) For 7.0m dia. pier wells | 8 | rm | 3,12,909.87 | ₹25,03,278.96 |
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