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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAccepted-AOC | ₹8.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L1₹8.3 CrRejected-AOC | ₹8.3 Cr | L1 | Rejected-AOC L1 |
| 3 | L1₹8.3 CrRejected-AOC | ₹8.3 Cr | L1 | Rejected-AOC L1 |
| 4 | L1₹8.3 CrRejected-AOC | ₹8.3 Cr | L1 | Rejected-AOC L1 |
| 5 | L2₹8.7 Cr+₹48.6 L (5.88%)Rejected-AOC | ₹8.7 Cr+₹48.6 L (5.88%) | L2 | Rejected-AOC L1 |
Tender Value
₹9.7 Cr
EMD Value
₹9.7 L
Closing Date
20 Dec 2025, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, BARIPADA
Construction of HL Bridge over Khadkhai river at 2nd km on Manada to Mahiskudar road in the District of Mayurbhanj under Setu Bandhan Yojana for the year 2024-25
2025_CERWI_122879_1
NCB 401
National Competitive Bid
Civil Works - Bridges
Percentage
455 days
Mayurbhanj
4 documents required · 4 mandatory
₹10,000
₹9.7 L
Yes
10 Jul 2026
9 Dec 2025
22 Dec 2025
9 Dec 2025
20 Dec 2025
9 Dec 2025
9 Dec 2025 - 19 Dec 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 |
|---|---|---|---|---|---|
| 1 | Earth Work in excavation in foundation in all kind of soil trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 1 | Cum | - | - |
| 2Providing & Constructing one span service road to reach island location from one pier location to another pier location as per detailed drawing & technical specification, direction of the Engineer-in-Chief. | |||||
| 3Providing and Laying of bored cast-in-situ M35 grade R.C.C. Pile of 1200 mm dia etc complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. etc. | |||||
| 4 | Providing and laying Steel liner of 6mm to 10mm thick in pile including Fabricating and setting out as per detailed drawing & technical specification, direction of the Engineer-in-Charge. | - | Qntl | 1 | - |
| 5 | Sinking of steel liner plate for pile including cost of all labour and machinery etc complete as per specification and direction of the Engineer-in-Charge. | - | Rmt | 1 | - |
| 6RCC of design mix of M-350 grade having specified characteristics compressive strength/ target mean strength of 350kg./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 21/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10mm. to 20mm. 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 royalities and all leads & lifts, cost of all labour T&P & machenaries etc. required for the work other taxes of all materials with all including dewatering if necesary, 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 specing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | |||||
| 6.01 | Pile Cap | 0.4 | Cum | - | - |
| 7RCC of design mix of M-300 grade 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 21/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10mm. to 20mm. 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 royalities and all leads & lifts, cost of all labour T&P & machenaries etc. required for the work other taxes of all materials with all including dewatering if necesary, 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 specing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) | |||||
| 7.01 | Abutment & Pier Shaft | - | Cum | - | - |
| 7.02 | Abutment & Pier Cap | - | Cum | - | - |
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