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Fixed Bridge and Swing Bridge

Parks Canada | Published September 9, 2016
Winner
Cruickshank Construction Limited
cpvs

1.1 FIXED BRIDGE

This project consists of two parts; the replacement of the fixed bridge and, the rehabilitation of the swing bridge. Work of this part of the Contract comprises the replacement of the Kingston Mills Fixed Bridge, adjoining retaining walls and, rehabilitation of approaches. While a pedestrian detour is to be provided at the site, the road will be closed to vehicular traffic for the duration of the project.

The Contractor will be responsible, as per the general conditions as well as the specifications and drawings, for the timely completion of the work associated with this Contract and completion in a workman like manner and ensuring the quality of the work of their own forces and all subcontractors.

There are key milestone and completion dates that are significant to the Owner and the schedule. Work must be monitored and completed to meet the goals at the milestone and completion dates specified.

Work of this part of the contract is to also be coordinated with the work on the swing bridge, forming the other part of the contract.

1.2 SWING BRIDGE

Work of this Contract comprises the rehabilitation of the Kingston Mills Swing Bridge superstructure, abutments, central pier and, associated facilities. This work is to be coordinated with the work of replacing the fixed bridge structure, immediately east of the swing bridge. To complete the work of these two projects, it will be necessary to close the bridge sites to traffic for an extended period of time (August 2016 to end of May 2017). During the period of mid to end of October, 2016, to the end of May, 2017, the existing superstructure of the swing bridge is to be rehabilitated and mechanical and electrical components are to be removed and new components installed. Note that the swing bridge cannot be closed to traffic until either the temporary service road has been installed or the fixed bridge has been completed to the point that Power Authority service/emergency vehicles can safely cross the structure.

The Contractor will be responsible, as per the general conditions as well as the specifications and drawings, for the timely completion of the work associated with this Contract and ensuring the quality of the work of their own forces and all subcontractors.

There is a significant amount of steel work on this project and this must be completed in a manner that is similar but not identical to the existing bridge. The steel work must be coated with the specified coating system to thoroughly protect the steel. It is intended that new structural steel components will be fabricated off- site, pre-assembled on site and erected by crane into the final location.

There is concrete work to be completed to reface/repair the east abutment and completed concrete repairs at the west abutment. Concrete work is also required on the counterweight of the bridge as well as that on the south main girder. Care must be taken to produce a good, solid and durable end product.

There are key milestone and completion dates that are significant to the Owner and the schedule. Work must be monitored and completed to meet the goals at the milestone and completion dates specified.

A Bid security is required.

Contractors must have $5,000,000.00 Liability Insurance Coverage and a Builder’s risk insurance.

Construction for Road Widening of the Kwangbok Bridge ~ Anyang Bridge

the Republic of Korea (PPS) Public Procurement Service | Published March 19, 2016
cpvs

Construction for Road Widening of the Kwangbok Bridge ~ Anyang Bridge

Construction for Road Widening of the Kwangbok Bridge ~ Anyang Bridge

the Republic of Korea (PPS) Public Procurement Service | Published February 25, 2016  -  Deadline March 9, 2016
cpvs

Construction for Road Widening of the Kwangbok Bridge ~ Anyang Bridge

B2150 Esholt Suspension Bridge & B0087 Denton Bridge refurbishments

Bradford Metropolitan District Council | Published April 25, 2016  -  Deadline May 18, 2016
cpvs
45442120

Esholt Suspension Bridge The works involve: 1. Erecting temporary working access and protective platform to footbridge including containment for painting operations to underside/elevations/parapets of the bridge over the river; 2. Removal of existing timber bridge deck for full replacement 3. Removal to store of all parapet panels (provide and fit replacements where necessary) 4. Cleaning off, abrading and localised hand tool cleaning of metalwork to whole bridge 5. Painting metalwork to the whole bridge including parapets; and 6. Providing traffic management. Denton Bridge The works involves 1. Erecting temporary working access and protective platform to main bridge including containment for painting operations to underside/elevations/parapets of the bridge over the river; 2. Cleaning off, blast preparing and painting metalwork to the main bridge including parapets; 3. Planing off and resurfacing existing cariageway 3. Providing traffic management including pedestrian/vehicular access

2015 East Indian Creek Bridge/Black Canyon Tributary Bridge 150

Department of Agriculture, Forest Service | Published May 20, 2015  -  Deadline June 23, 2015
cpvs

2015 EAST INDIAN CREEK BRIDGE/BLACK CANYON TRIBUTARY BRIDGE 150 The Gila National Forest has a requirement for the replacement of two bridges on NFSR 150; East Indian Creek Bridge and Black Canyon Tributary Bridge at Hodge Canyon. Work includes but is not limited to removal and disposal of existing bridge abutments and superstructure; and furnishing and placement of approach rails and bridge rails. Contractor shall furnish all materials, equipment, labor, transportation and supplies necessary to complete this project.

LOC Bridge

Department of the Army, Army Contracting Command, ECC | Published May 8, 2016
cpvs

This is a synopsis of the LOC Bridge solicitation that will be coming out within the next 30 days.  Please see attached statement of work for LOC Bridge details.

BVY/WEIGH BRIDGE

IHQ of MOD(Navy) | Published October 17, 2016  -  Deadline November 7, 2016
cpvs

BVY/WEIGH BRIDGE - PROCUREMENT OF WEIGH BRIDGE

High Bridge Canal Bridge Refurbishment

Wakefield Council | Published January 13, 2015  -  Deadline February 6, 2015
cpvs
44210000, 44212100, 44212120, 45000000, 45221100, 45221110, 45221111, 45442120, 45442121, 45442190

 High Bridge Canal Bridge carries Navvy Lane over the Notton Cut of the disused Barnsley Canal to the east of Notton.

 The deck of the bridge comprises a reinforced deck slab over the original steel buckle plates carried on transverse joists.  The deck is carried on three steel plate girders spanning between brickwork abutments.

  The works comprise refurbishment of the bridge: -

 a)       Traffic management.

 b)       Maintenance painting of the exposed steelwork of the bridge including: -

              ; i.      plate girders

              ; ii.        transverse joints

              ;  iii.     steel buckle plates

              ; iv.       horizontal bracing

              ; v.    vertical cross bracing

 c)       Maintenance painting of the steel parapets

 d)       Replacement of parapet meshing.

 e)       Single stone repair under central girder.

 f)        Re-pointing of parapet coping joints to wing walls.

 g)       Power washing of brickwork to abutments and wing walls.

 h)       Application of anti-graffiti coating to abutments.

  Please note the requirements of the instructions to tenderers paragraph 1.2.4.

 

 

Penshaw Bridge Structural Maintenance

Sunderland City Council | Published July 20, 2010  -  Deadline August 20, 2010
cpvs
30120000, 30130000

Structural maintenance of Penshaw Bridge. The bridge carreis the C503 overthe River Wear. The works comprise of repair and re-waterproofing of the bridge deck and abrasive blasting, repair and re-painting of the wrought iron bridge structure.  

Bridge Replacement

Department of Defence | Published June 21, 2016
Winner
ZAUNER CONSTRUCTION
cpvs

Bridge Replacement

Bridge Repairs

Department of Defence | Published March 1, 2016
Winner
DAVBRIDGE CONSTRUCTIONS
cpvs

Bridge Repairs

P1146 - Specialist Bridge Repairs Contract 12, 2014 - Mullanmore Bridge Replacement

Donegal County Council | Published July 11, 2014  -  Deadline August 5, 2014
cpvs
45200000, 45220000, 45221000, 45221100, 45221110, 45221111

We are seeking tenders from experienced and competent tenderers for the replacement of Mullanmore Bridge which is located on the Regional Road R253- 13, 4.0km East of Glenties, Co Donegal. Mullanmore Bridge is a single span masonry arch bridge with reinforced concrete deck extension on the downstream side. The bridge requires urgent repairs by means of replacement and It is proposed to replace the bridge with a concrete culvert structure.

Bridge No 12-3290 Foot bridge Nygårdstangen

Statens Vegvesen Region vest [The Norwegian Public Roads Administration, Western Region] | Published December 16, 2016  -  Deadline February 21, 2017
cpvs
45000000

The works include the construction of a new bridge over a channel, between AdO Arena and Bergen fire station. The works also include completion of a foot path before and after a bridge. Terrain works/completion works in connection with the bridge/foot path and place at the AdO Arena, as well as lightning systems are also included in the contract. Filling works that are the basis for the project has been executed in a previous contract.

Trans Pennine Trail Resurfacing Works Bullhouse Bridge to Dunford Bridge

Barnsley Metropolitan Borough Council | Published March 3, 2014  -  Deadline March 17, 2014
cpvs
45233200

Resurfacing of 6km approximately of the Trans Pennine Trail from Bullhouse Bridge to Dunford Bridge 

Bøkfjord Bridge.

Statens vegvesen Region nord (The Norwegian Public Roads Administration, Region North) | Published December 9, 2015
Winner
Arbeidsfelleskapet HAK Entreprenør AS / Schactbau Nordhausen Stahlbau GmbH
cpvs
45221111, 45221115, 45221121, 45112310, 45310000, 45311000

Construct new bridge over the outlet at Pasvikelva (Pasvik river) in Bøkfjorden. The bridge is in total 284 metres long with lattice steel arch main span of 120 metres and viaducts in prestressing steel armature concrete as approach spans. The bridge has a total of 8 axes of which axes 1, 2 and 8 are founded directly on rock and 3 to 7 on pillars on rock.

Bøkfjord Bridge.

Statens vegvesen Region nord (The Norwegian Public Roads Administration, Northern Region) | Published September 5, 2015  -  Deadline October 21, 2015
cpvs
45221111, 45221115, 45221121, 45112310, 45310000, 45311000

Construct new bridge over the outlet at Pasvikelva (Pasvik river) in Bøkfjorden. The bridge is in total 284 metres long with lattice steel arch main span of 120 metres and viaducts in prestressing steel armature concrete as approach spans. The bridge has a total of 8 axes of which axes 1, 2 and 8 are founded directly on rock and 3 to 7 on pillars on rock.

Fixed Bridge and Swing Bridge

Parks Canada | Published July 8, 2016  -  Deadline July 26, 2016
cpvs

    1. FIXED BRIDGE

      1. This project consists of two parts; the replacement of the fixed bridge and, the rehabilitation of the swing bridge. Work of this part of the Contract comprises the replacement of the Kingston Mills Fixed Bridge, adjoining retaining walls and, rehabilitation of approaches. While a pedestrian detour is to be provided at the site, the road will be closed to vehicular traffic for the duration of the project.

      1. The Contractor will be responsible, as per the general conditions as well as the specifications and drawings, for the timely completion of the work associated with this Contract and completion in a workman like manner and ensuring the quality of the work of their own forces and all subcontractors.

      1. There are key milestone and completion dates that are significant to the Owner and the schedule. Work must be monitored and completed to meet the goals at the milestone and completion dates specified.

      1. Work of this part of the contract is to also be coordinated with the work on the swing bridge, forming the other part of the contract.

    1. SWING BRIDGE

      1. Work of this Contract comprises the rehabilitation of the Kingston Mills Swing Bridge superstructure, abutments, central pier and, associated facilities. This work is to be coordinated with the work of replacing the fixed bridge structure, immediately east of the swing bridge. To complete the work of these two projects, it will be necessary to close the bridge sites to traffic for an extended period of time (August 2016 to end of May 2017). During the period of mid to end of October, 2016, to the end of May, 2017, the existing superstructure of the swing bridge is to be rehabilitated and mechanical and electrical components are to be removed and new components installed. Note that the swing bridge cannot be closed to traffic until either the temporary service road has been installed or the fixed bridge has been completed to the point that Power Authority service/emergency vehicles can safely cross the structure.

      1. The Contractor will be responsible, as per the general conditions as well as the specifications and drawings, for the timely completion of the work associated with this Contract and ensuring the quality of the work of their own forces and all subcontractors.

      1. There is a significant amount of steel work on this project and this must be completed in a manner that is similar but not identical to the existing bridge. The steel work must be coated with the specified coating system to thoroughly protect the steel. It is intended that new structural steel components will be fabricated off- site, pre-assembled on site and erected by crane into the final location.

      1. There is concrete work to be completed to reface/repair the east abutment and completed concrete repairs at the west abutment. Concrete work is also required on the counterweight of the bridge as well as that on the south main girder. Care must be taken to produce a good, solid and durable end product.

      2. There are key milestone and completion dates that are significant to the Owner and the schedule. Work must be monitored and completed to meet the goals at the milestone and completion dates specified.

        A Bid security is required.

Contractors must have $5,000,000.00 Liability Insurance Coverage and a Builder’s risk insurance.

LOC Bridge

Department of the Army, Army Contracting Command, ECC | Published May 24, 2016  -  Deadline June 22, 2016
cpvs

Please see attached solicitation for LOC Bridge

Project E6 Tana Bridge

Statens vegvesen Region nord [The Norwegian Public Roads Administration, Northern Region] | Published May 27, 2016  -  Deadline August 25, 2016
cpvs
45221115, 45221111, 45000000, 44212100, 44212120, 45111100

Tana bridge is located on the E6 between East and West Finnmark as part of the national road network between Nordkjosbotn — Kirkenes.

Based on the adopted zoning plan, a new bridge shall be built over Tana river at the Tana bridge settlement. The new bridge shall replace the existing Tana bridge, a flexible and narrow suspension bridge of 220 m from 1948. The new bridge will be constructed 100 metres upstream of the old bridge.

A roundabout shall be built on each side of the bridge. Approximately 780 metres of FV890 and E6 will be new/upgraded, and in addition there will be approx. 580 m of footpath and bicycle path.

After the new bridge opens, the existing bridge will be demolished and removed.

Recreation areas shall be developed and restored on each side of the river, 1 with toilet facilities.

The new Tana bridge is a diagonal cable bridge with 1 centric cable plan of 22 cables.

The bridge will be 259 metres long.

— Ballast box/counterweight house 25 metres.

— Main span of 234 metres.

Tower and bridge girder are constructed in steel.

Asymmetric tower, where the tower legs cross each other at approximately 70 metres high.

The longest tower leg will have a height of 95 metres.

The bridge girder in the main span will be performed as a box suspended by the bracing cables [cable stays]. The bridge girder will be approximately 15 m wide with 2 driving lanes and footpath on both sides.

The tower foundation approximately 30 x 15 x 2,5 metres.

Ballast box/counterweight house approx. 25 x 15 x 11 metres.

Land abutments with storage and bridge joint.

The diagonal cables will be advertised in a separate contract and transferred to the facility and handed over to the contractor.

Effect lighting, and the traffic lighting of the bridge will be transferred as a parallel contract to the main contract. Site electricals are included in this contract.

The basis for the steel works is given as a combination of 3D model and work drafts.

The contract includes demolition, clearing and removal of the existing bridge. The construction is a suspended bridge. The distance between the towers is approximately 195 metres with a total length of approx. 220 m. The concrete shall be crushed for reuse, and all of the steel is to be delivered to an approved steelworks for recycling.

E18 Varodd bridge

Statens vegvesen Region sør [the Norwegian Public Roads Administration Southern Region] | Published October 15, 2016  -  Deadline December 5, 2016
cpvs
45000000, 45221111

The project E18 Varodd bridge is situated on the E18 just east of the centre of Kristiansand and it crosses Topdalsfjorden. The new bridge (Varodd bridge south) shall be constructed as a cantilever bridge (FFB) and it shall be constructed between the two existing bridges, which are a suspension bridge from 1956 (Varodd bridge (1956)) and a cantilever bridge from 1994 (Varodd bridge (1994)). A new foot and cycle path system shall also be constructed and Varodd bridge (1956) shall be demolished. The new Varodd bridge south must first be built with a reduced cross section on part of the length, and then completed after that Varodd bridge (1956) has been demolished.

The E18 must maintain its dual carriageway throughout the construction site area for the entire construction period. A foot and cycle path system shall also be maintained throughout the entire construction period.

The current E18 has an annual daily traffic count of approx. 50 000.

This is a model based assignment in accordance with the Norwegian Public Roads Administration's hand book R760.

Brief description of the assignment:

— Alteration, new construction of the E18 eastbound and westbound lanes with the adjoining local roads/ramps, including signs, water and sewage and electro.

— Footpath systems locally at Søm and Varodd, including signs, water and sewage and electro.

— Terrain measures for the construction of roads and bridges, including dry walls of natural stone.

— Construction of Varodd bridge south.

— Construction of 3 foot/cycle path bridges: Varodden, Sømslandet down and Sømslandet up.

— Alterations to a culvert in Narviga: Varen.

— Alterations to covers, railings, signs and lighting on Varodd bridge (1994).

— Demolition of Varodd bridge (1956), culvert at Søm and steps to Vardåsen.

— Alterations of municipal water and sewage installations at Søm.

— Construction of noise reduction screen.

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