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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 CrAdmitted-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | -14.99% | ₹6.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.3 Cr+₹40.4 L (5.88%)Admitted-Finance AT P O TANWAT PS NUAPADA DIST NUAPADA ODISHA PIN NO 766105 | NUAPADA | ODISHA | 766105 | -9.99% | ₹7.3 Cr+₹40.4 L (5.88%) | L2 | Admitted-Finance |
| 3 | L2₹7.3 Cr+₹40.4 L (5.88%)Admitted-Finance | -9.99% | ₹7.3 Cr+₹40.4 L (5.88%) | L2 | Admitted-Finance |
| 4 | L3₹8.5 Cr+₹1.6 Cr (23.5%)Admitted-Finance | +4.99% | ₹8.5 Cr+₹1.6 Cr (23.5%) | L3 | Admitted-Finance |
| 5 | L4₹8.9 Cr+₹2.0 Cr (29.4%)Admitted-Finance AT BORIA P O KESINGA P S KESINGA DIST KALAHANDI ODISHA PIN 766012 | KESINGA | KALAHANDI | ODISHA | 766012 | +9.99% | ₹8.9 Cr+₹2.0 Cr (29.4%) | L4 | Admitted-Finance |
Tender Value
₹8.1 Cr
EMD Value
₹8.1 L
Closing Date
5 Feb 2025, 5:00 pmClosed
CHIEF CONSTRUCTION ENGINEER
O/O THE CCE RW CIRCLE, BHAWANIPATNA
Construction of bridge over River Udanti on Sindursil to Chhitamara (PS) Road in the District of Nuapada under BSY
2025_CERWI_109763_2
BPT/Online-13/2024-25
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
KHARIAR/NUAPADA
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹8.1 L
Yes
27 Mar 2025
23 Jan 2025
6 Feb 2025
23 Jan 2025
5 Feb 2025
23 Jan 2025
23 Jan 2025 - 4 Feb 2025
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 |
|---|---|---|---|---|---|
| 0.0 | 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. | 3,131.24 | Cum | 354.25 | ₹11,09,243.19 |
| 2 | Earthwork in excavation in foundation in hard rock 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. | 383.63 | Cum | 1,609.25 | ₹6,17,353.36 |
| 3RCC 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 | |||||
| 3.1 | & 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) | - | - | - | - |
| 3.2 | RCC railing | 311.5 | Rmt | 2,361.33 | ₹7,35,554.29 |
| 4RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./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 | |||||
| 4.1 | & 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) | - | - | - | - |
| 4.2 | Abutment & Pier Shaft | 629.35 | Cum | 8,946.6 | ₹56,30,515.87 |
| 4.3 | Retaing Wall / Wing Wall | 115.21 | Cum | 15,933.55 | ₹18,35,640.56 |
| 4.4 | Abutment & Pier Cap | 774.26 | Cum | 10,343.95 | ₹80,08,906.73 |
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