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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC | ₹4.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 Cr+₹22.6 L (4.59%)Rejected-AOC | ₹5.1 Cr+₹22.6 L (4.59%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical JAGESWARPUR WARD NO 08 P O P S JAJPUR DIST JAJPUR PIN 755001 | JAJPUR | JAJPUR | ODISHA | 755001 | - | - | Rejected-Technical 1.Insufficient bid capacity, 2.Insufficient similar nature of work experience |
| 4 | Rejected-Technical | - | - | Rejected-Technical Insufficient machineries. |
Tender Value
₹6.4 Cr
EMD Value
₹6.4 L
Closing Date
27 Feb 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, BARIPADA
Construction of Bridge over local nallah at 1st km on Mankidighaty to Pokhoria road in the District of Mayurbhanj under BSY for the year 2023-24
2026_CERWI_126029_1
NCB 405
National Competitive Bid
Civil Works - Bridges
Percentage
455 days
Mayurbhanj
4 documents required · 4 mandatory
₹10,000
₹6.4 L
Yes
21 Aug 2026
13 Feb 2026
2 Mar 2026
13 Feb 2026
27 Feb 2026
13 Feb 2026
13 Feb 2026 - 26 Feb 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 |
|---|---|---|---|---|---|
| 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 | 0.6 | Cum | 1 | ₹0.6 |
| 2 | Providing 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. | - | Rmt | 1 | - |
| 3Providing 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. | |||||
| 4 | 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. | 1 | Rmt | - | - |
| 5RCC 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) | |||||
| 5.01 | Pile Cap | 0.6 | Cum | 1 | ₹0.6 |
| 6 | Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision) | 1 | Cum | 1 | ₹1 |
| 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 | 0.2 | Cum | 1 | ₹0.2 |
| 7.02 | Abutment & Pier Cap | - | Cum | - | - |
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