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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-Finance | ₹4.5 Cr | L1 | Accepted-Finance Qualified |
| 2 | L1₹4.5 CrRejected-Finance AT DANDUGUDA PO PS KHATIGUDA DIST NAWARANGPUR 764070 | NABARANGPUR | ODISHA | 764070 | ₹4.5 Cr | L1 | Rejected-Finance Not Qualified |
| 3 | L1₹4.5 CrRejected-Finance | ₹4.5 Cr | L1 | Rejected-Finance Not Qualified |
| 4 | L1₹4.5 CrRejected-Finance | ₹4.5 Cr | L1 | Rejected-Finance Not Qualified |
| 5 | L1₹4.5 CrRejected-Finance | ₹4.5 Cr | L1 | Rejected-Finance Not Qualified |
Tender Value
₹4.5 Cr
EMD Value
₹4.5 L
Closing Date
27 Apr 2026, 5:00 pmClosed
C.C.E.,R.W. Circle ,Sundargarh
Rural Works Circle, Sundargarh At/Po- Sankara Dist-Sundargarh Pin-770020
Construction of Road with Bridge over Local nallah from PWD Road to Mathurasahi road in the district of Sundargarh Under DMF
2026_CERWI_128137_1
RWCCESNG-40 of 2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
365 days
Bonai
3 documents required · 3 mandatory
₹10,000
₹4.5 L
Yes
6 Aug 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
27 Apr 2026
15 Apr 2026
15 Apr 2026 - 24 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 |
|---|---|---|---|---|---|
| - | Earth work in excavation of in hard 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. | - | cum | - | - |
| - | Earth work in excavation of in hard soil in foundation 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. | - | cum | - | - |
| - | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge | - | cum | - | - |
| - | In Substructure | - | cum | - | - |
| - | In Foundation | - | cum | - | - |
| - | RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | - | cum | - | - |
| - | In Foundation | - | cum | - | - |
| - | Above Bed level | - | cum | - | - |
| - | Pier & Abutment cap | - | cum | - | - |
| - | Dirt Wall | - | cum | - | - |
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