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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance | ₹2.6 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.7 CrAccepted-Finance | ₹2.7 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹2.7 CrAccepted-Finance AT BADALIGAN PO PRUTHUNATHPUR PS BADSAHI DIST MAYURBHANJ ODISHA 757017 | BADASAHI | MAYURBHANJ | ODISHA | 757017 | ₹2.7 Cr | L3 | Accepted-Finance L3 |
| 4 | L4₹2.7 CrAccepted-Finance A CLASS CONTRACTOR AT P O UDALA W NO 01 DIST MAYURBHANJ | ₹2.7 Cr | L4 | Accepted-Finance L4 |
| 5 | L5₹2.8 CrAccepted-Finance AT PO POSUDA ODISHA PIN 757102 | POSUDA | MAYURBHANJ | ODISHA | 757102 | ₹2.8 Cr | L5 | Accepted-Finance L5 |
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
8 Apr 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, BARIPADA
Construction of H.L. bridge over Rasunia Nallah on Damsahi to Adaghutu road
2026_CERWI_127757_1
NCB407
National Competitive Bid
Civil Works - Bridges
365 days
SE RW Division, Udala
4 documents required · 4 mandatory
₹10,000
₹3.8 L
Yes
25 May 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
1 Apr 2026 - 7 Apr 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 in foundation in hard soil within the initial lead and 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 | - | - | BI01010001010000000000000515BI0100001112 | |
Earthwork in excavation in foundation in all kinds of soil within the initial lead and 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. | 0.2 | cum | 1 | ₹0.2 | BI01010001010000000000000515BI0100001113 | |
Filling foundation trenches with sand complete as per approved Drawing & Technical Specifications and as per direction of Engineer-in-Charge. | - | cum | - | - | BI01010001010000000000000515BI0100001114 | |
PCC (1:3:6) using 40mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and as per direction of Engineer-in-Charge. | - | cum | - | - | BI01010001010000000000000515BI0100001115 | |
PCC M-15 using 40mm to 10mm downgrades stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per direction of Engineer-in-Charge. | - | - | - | - | BI01010001010000000000000515BI0100001116 | |
Foundation & Plinth | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 | |
R.C.C. of M - 300 of controlled quality having minimum cube strength of 300kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing etc. complete as per direction of the Engineer in charge. | - | - | - | - | BI01010001010000000000000515BI0100001118 | |
In Foundation | - | cum | - | - | BI01010001010000000000000515BI0100001119 | |
Abutment & Pier Shaft | 0.6 | cum | 1 | ₹0.6 | BI01010001010000000000000515BI0100001120 | |
In Abutment and Pier Cap | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
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