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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.2 CrAdmitted-Finance NEAR MEGHANA BIDI OFFICE WARD NO 29 PO BUDHRAJA 768004 DIST SAMBALPUR | SAMBALPUR | SAMBALPUR | ODISHA | 768004 | +4.95% | ₹16.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.4 CrAdmitted-Finance | +5.72% | ₹16.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹16.8 CrAdmitted-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | +8.80% | ₹16.8 Cr | L3 | Admitted-Finance |
Tender Value
₹15.5 Cr
EMD Value
₹15.5 L
Closing Date
12 May 2026, 5:00 pmClosed
Chief Engineer Buildings and Bridges
O/o of the EIC Rural Works Odisha Bhubaneswar
Construction of bridge over Jeera river at 1.10Km on Kulsira-Urduna RD Road to Sirapali Road
2026_CERWI_128351_1
Online-04/2025-26(Bridges)
National Competitive Bid
Civil Works - Bridges
605 days
Bargarh
2 documents required · 2 mandatory
₹10,000
₹15.5 L
Yes
17 Jun 2026
22 Apr 2026
13 May 2026
22 Apr 2026
12 May 2026
22 Apr 2026
22 Apr 2026 - 8 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 | Item Code |
|---|---|---|---|---|---|---|
Earthwork in excavation for bridge works in all kinds of soil, by mechanical means utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. | - | cum | - | - | NI-15-5805-1 | |
Providing , fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications as per Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. | - | qtl | - | - | NI-15-5805-2 | |
Providing all machineries , labour, T&P & sinking of single circular well of specified external diameter through all types of soil / rock as specified below as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level.
In all kinds of soil
(Upto 10m. Depth)
a) For 7.50m dia abutment wells | - | rm | - | - | NI-15-5805-3 | |
b) For 6.50m dia. pier wells | - | rm | - | - | NI-15-5805-4 | |
In Soft Rock
a) For 7.50m dia abutment wells | - | rm | - | - | NI-15-5805-5 | |
b) For 6.50m dia. pier wells | - | rm | - | - | NI-15-5805-6 | |
In Hard Rock
a) For 7.50m dia. abutment wells | - | rm | - | - | NI-15-5805-7 | |
b) For 6.50m dia. pier wells | - | rm | - | - | NI-15-5805-8 | |
Construction of R.C.C well sinking in soft rock (Non coring)/Boulder/Hard Soil) (wherein SPT>100) to lines levels and 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 tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge (upto 10 mtr depth).
a) For 7.50m dia abutment wells a) For 7.50m dia abutment wells | - | rm | - | - | NI-15-5805-9 | |
b) For 6.50m dia. pier wells | - | rm | - | - | NI-15-5805-10 |
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