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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 CrAccepted-AOC AT BELTIKIRI SADAR DHENKANAL | ₹5.7 Cr | 1 | Accepted-AOC Winner of lottery among the lowest bidders |
| 2 | 1₹5.7 CrRejected-AOC | ₹5.7 Cr | 1 | Rejected-AOC 0 |
| 3 | 1₹5.7 CrRejected-AOC HULURISINGHA CHHAK ANGUL | ANGUL | ANGUL | ODISHA | ₹5.7 Cr | 1 | Rejected-AOC 0 |
| 4 | 2₹6.0 Cr+₹27.7 L (4.83%)Rejected-AOC | ₹6.0 Cr+₹27.7 L (4.83%) | 2 | Rejected-AOC 0 |
| 5 | 3₹6.0 Cr+₹30.3 L (5.28%)Rejected-AOC 3RD FLOOR LAXMIPRIYA TWIN CITY TOWERS PO PAHAL NH 16 BHUBANESWAR DIST KHORDHA ODISHA 751032 | BHUBANESWAR | KHORDHA | ODISHA | 751032 | ₹6.0 Cr+₹30.3 L (5.28%) | 3 | Rejected-AOC 0 |
Tender Value
₹6.7 Cr
EMD Value
₹6.7 L
Closing Date
29 Oct 2025, 5:00 pmClosed
Chief Construction Engineer,RWC,Angul
At-Hakimpada Po- Hakiimpada District- Angiul
Construction of Bridge over Local Nallah at Ch.2nd Km on Bainsia to Kanka road in the District of Dhenkanal under SBY for the year 2024-25.
2025_CERWI_119713_13
Bridge Online-AGL-16/2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Dhenkanal
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹6.7 L
Yes
3 Jul 2026
17 Oct 2025
30 Oct 2025
17 Oct 2025
29 Oct 2025
17 Oct 2025
17 Oct 2025 - 28 Oct 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 kinds of soil within initial lead of 50 mtr. and 1.50 mtr. initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc.complete as per specification and direction of the Engineer-in-Charge | 0.6 | Cum | 254.1 | ₹152.21 |
| 2 | Providing fitting, fixing 8 mm thick permanent steel liner plate for pile including cost of all materials,labour, for cutting, bending, welding installation all required T&P and machinery etc. complete as per section 1100,1900 of MORT& H specification for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge. | - | MT | 99,521.5 | - |
| 3 | Sinking of steel liner plate for Pile including cost of all labour and machinery etc. complete in all respect as pewr specifications & direction of the Engineer-in-charge. | - | RM | 835.32 | - |
| 4 | Providing, driving and installing bored cast in situ RCC pile of grade M-35 of specified grade of following diameter for bridges to carry a safe load not less than specified excluding cost of steel liner & reinforcement steel but including length of pile to be embedded in pile cap etc complete, as per section 900, 1000, 1100, 1500 ,1600 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge.(1200mm dia RCC pile) | 1 | RM | 12,012.11 | ₹12,000.1 |
| 5 | Providing RCC grade of M35 in pile cap as per approved drawing and technical specifications using high strength approved quality cement and aggregate conforming to table 1000-1 with form work complete as per Section 900,1000, 1100, 1500 , 1700,& 2100, of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. | 0.6 | Cum | 8,462.98 | ₹5,069.33 |
| 6 | Providing and laying Plain cement concrete of grade M-15 below pile cap of bridge works, below approach slab, etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate with formwork as per Section 900,1000,1500,1600,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge. | - | - | - | - |
| 7 | Pile cap | 1 | Cum | 5,701.58 | ₹5,695.88 |
| 8 | Cement concrete (1:3:6) in foundation & plinth using with 4cm. size crusher broken hard 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 including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge complete in all respects.
Approach Slab | - | Cum | 6,290.89 | - |
| 9 | Providing RCC of grade M-30 in the following structural componets of the bridge as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. | - | - | - | - |
| 10 | Abutment & Pier Shaft | 0.6 | Cum | 9,309.8 | ₹5,576.57 |
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