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Tender Value
₹8.9 Cr
EMD Value
₹8.9 L
Closing Date
19 Jun 2026, 5:30 pm7d left
Chief Construction Engineer, R.W.Circle, BAM
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Construction of Bridge over Baghua river at Khanduru Jhitikabadi road in the Dist. of Ganjam under the scheme SBY for the year 2024-25
2026_CERWI_131806_1
Online Tender/64-2025-26/BPR
National Competitive Bid
Civil Works - Bridges
450 days
Ganjam
2 documents required · 2 mandatory
₹10,000
₹8.9 L
Yes
10 Jun 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
10 Jun 2026 - 17 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in cutting overburden earth in all kinds of soil including hard or gravelly and stoney earth mixed with boulders including dressing & leveling the sides to the required width and depth including dewatering, providing cuffer dam if required and stacking the excavated earth away from the working area as per specification & direction of Engineer-in-Charge | 421.57 | One cum | 254.1 | ₹1,07,120.94 | 1 |
| 2 | Supplying, fitting, fixing 8mm thick permanent steel liner plate for piles 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 specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge. | - | One MT | 1,07,194.06 | - | 2 |
| 3 | Providing, driving and installing bored cast in situ RCC M-35 grade for pile of 1200mm dia to carry a safe load not less than specified excluding cost of steel liner & reinforcement steel but including cost of shoe and length of pile to be embedded in pile cap etc complete, concrete produced by batching, using required quantity of admixture as per IS:9103-I and as per section 900, 1000, 1100, 1500 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge & Direction of Engineer-in charge. | - | One Rmt | 10,955.3 | - | 3 |
| 4 | Providing Cement concrete M-15 in foundation & plinth upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge | - | One cum | 5,527.84 | - | 4 |
| 5RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials with watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge & Direction of Engineer-in charge. & and as per direction of the Engineer-in-charge. and as per direction of the Engineer-in-Charge. | ||||||
| 5.1 | Superstructure | 0.6 | One cum | 26,829.32 | ₹16,070.76 | 6 |
| 5.2 | Abutment & Pier Cap | 1 | One cum | 10,411.24 | ₹10,400.83 | 7 |
| 5.3 | Dirt Wall | 1 | One cum | 11,835.62 | ₹11,823.78 | 8 |
| 5.4 | Approach slab | 1 | One cum | 6,891.7 | ₹6,884.81 | 9 |
| 5.5 | Abutment & Pier | 0.4 | One cum | 8,826.88 | ₹3,530.75 | 10 |
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