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JMS have been awarded a contract from Network Rail for works at Chorley Tunnel South Cutting to commence towards the end of 2022. The works being tendered for involve Soil Nailing with an element of De-veg, Gas & Grouting burrows, enabling works, drainage & traffic management. All plant and labour to be allowed for and deliveries including unloading and storing. The contractor is to be self sufficient and Murphy to only supply Supervision, Welfare, compound and security. About the buyer's selection process: Tenders will be evaluated on a "normalised" basis. This will involve financial adjustment using either cost information provided by the tendering parties or JMS' own estimates, to bring all tenders to a common basis and taking into consideration the total of all costs. JMS reserves the right to consider the projects management and delivery costs when assessing the most economically advantageous tender. General Considerations in relation to this tender: JMS does not undertake to pay any expenses incurred by the tenderer in the preparation of this tender and participating in this procurement process. Prices submitted as part of this enquiry must remain open for acceptance for a minimum of 120 days from the closing date for the receipt of offers. Tenders incorporating qualifications, amendments or price exclusions may be deemed non-compliant and excluded from consideration. Tenders received after the Tender Return Date without prior agreement may not be considered. A tender response is no guarantee that a contract will be awarded. The ITT does not commit JMS to the award of a contract. JMS reserves the right to terminate or suspend the procurement process at any time or to re-invite responses on a different basis. Tenderers must keep confidential and not disclose to any third party (without the prior written consent of JMS) any Confidential Information supplied by JMS to the Tenderers and shall use such information only for the purpose of preparing, submitting and negotiating the tender described herein. Tenderers must also ensure that all their suppliers, employees and agents comply with this requirement. The Main Contract terms and conditions for this project are CECA Blue Form which is summarised in the enclosed Invitation to Tender section 1.04 and are available upon request. The specimen Subcontract for these works is summarised in the enclosed Invitation to Tender section 1.07 and can be found in section 1.11. Unless stated otherwise, your initial submission will be deemed to accept the terms of this enquiry document and all conditions contained therein as forming part of the final price offers. The Standards We Expect It is our policy to procure goods and services competitively, ethically, sustainably and efficiently in accordance with all relevant laws, regulations and licenses in each of these sectors. There is a minimum requirement that our supply chain partners have to meet to be put on our supply chain partner lists. Accreditations New general building contractors classified as non-high risk hold a valid health and safety accreditation recognised by SSIP New subcontractors deemed as high risk hold a valid construction line health and safety accreditation at Gold Level/ Level 3 New subcontractors working within a specific sector i.e. transport, power, water etc. must hold a valid sector specific health and safety accreditation (i.e. RISQS, UVDB FPAL, TRans Q etc), Email for more info- drawings etc as it isn't allowing me to attach as the files are too large. Louiseappleton@murphygroup.co.uk Additional information: Email for more info- drawings etc as it isn't allowing me to attach as the files are too large. Louiseappleton@murphygroup.co.uk
From £1,000,000
Contract value
JMS have been awarded a contract from Network Rail for works at Great Brington & Long Buckby Bridge to commence approximately August 24. The main works at hand involve an embankment regrade and bridge strengthing works at Long Buckby. We require a supply chain partner to carry out the installation of a singular soil nail and 3no tie bars at Long Buckby Bridge (Nov 24). Drawings etc will be provided if PQQ is approved.
From £50,000
Contract value
JMS have been awarded a contract from Network Rail for works at Kidsgrove Station to commence approximately July 23. The main works at hand involve installation of 900m of Down Cess Drainage, Up Cess 764m and 161m of Six Foot. 2 no single track UTX, jetting & cleaning of 330mm wide concrete channel, installation of new headwall and scour protection. We require support from the supply chain for 100m kangopacking support, ballast brushing over JMS core weekends and all associated engineering supervision. There is also a requirement for removal of troughs, 480m cables to be lift and slewed followed by reinstatement works.
From £100,000
Contract value
JMS have been awarded a contract from Network Rail for works at Great Brington & Long Buckby Bridge to commence approximately August 24. The main works at hand involve an embankment regrade and bridge strengthing works at Long Buckby. We require a supply chain partner to carry out devegetation of the crest and the embankment to enable the regrade works, to remove the any arisings and provide both palisade and stock proof fencing.
From £150,000
Contract value
CMP2/1a Greek street carries the two lane Greek Street Roundabout over the five track electrified West Coast Main Line, in Stockport City Centre. Two Tracks run below the East Span with the three remaining tracks below the west span. The bridge was originally a tunnel but was reconstructed as an overbridge in 1958. The Two span Simply supported superstructure consists of precast post-tensioned prestressed concrete deck beams and in-situ reinforced concrete deck slabs. Gaps between the beams are formed by in-situ reinforced concrete. The intermediate support is provided by a reinforced concrete crosshead beam, columns and foundation slab. The deck beams are post-tensioned transversely. Parapets for the structure are comprised of brickwork. The bridge has a skew spans of 9.14m on the east and 13.99m on the west side, at angles of 13 degrees. The carriageway width varies from 9 to 13m due to the layout of the roundabout. Footways are provided adjacent to the north and south parapets of the structure, with varying widths. Trief Kerbing with a mounted pedestrian guardrail are present to separate pedestrians from the carriageway. Greek Street Bridge is a two span post tensioned structure in which the latest PTSI assessment concluded that the structure is understrength and overstressed. Engineering standard NR/CIV/025 has been used to manage the substandard structure in the short term with additional monitoring in place. Specific elements of concern included exposed concrete reinforcement which has begun to corrode on the deck soffit, seepage of water onto the soffit which will cause degradation to accelerate further. The most recent assessment report stated that the risk of failure was 'High' to 'Very High' and that deck replacement is required in 2025, otherwise the structure would need to be closed to road traffic until completely reconstructed, due to the overstress and deterioration it would not be safe to operate. The project proposal is to replace the existing bridge with a single span removing the central pier in a 21 day core possession in August 2025. This will require alterations to the existing OLE equipment that runs underneath the structure. The highway will also be closed for a significant period whilst construction works are undertaken to replace the bridge - circa 50 weeks. The deck construction works will commence once all beams are landed, connected and waterproofing membrane is installed. The sub-contractor will then be responsible for setting up all formwork and erecting steel re-inforcement (Opportunity to construct in cages may arise during design development, but please assume in-situ at this stage). Supply all associated concrete. Sub-contractor to then provide 2no. concrete pumps for duration of their pouring works. Sub-contractor to also finish concrete. Additional information: Relevant due diligence checks will be carried out. Construction Line RISQS SSIP Financial Checks
From £250,000
Contract value
JMS have been awarded a contract from Network Rail for mine working stabilisation works at Oakengates Station. We require supply chain partner support to carry out the following: - Drilling Works- using rotary or rotary percussive methods, waterflush techniques to drill boreholes. - Grouting Works- injection of grout mix into borehole to stabilise mine working. - Monitoring and Testing- ground gas monitoring for methane, carbon monoxide, carbon dioxide, hydrogen sulphide and oxygen during all D&G activities. Further detailed information to be shared if invited to tender.
From £250,000
Contract value
Greek Street Bridge is a two span post tensioned structure in which the latest PTSI assessment concluded that the structure is understrength and overstressed. Engineering standard NR/CIV/025 has been used to manage the substandard structure in the short term with additional monitoring in place. Specific elements of concern included exposed concrete reinforcement which has begun to corrode on the deck soffit, seepage of water onto the soffit which will cause degradation to accelerate further. The most recent assessment report stated that the risk of failure was 'High' to 'Very High' and that deck replacement is required in 2025, otherwise the structure would need to be closed to road traffic until completely reconstructed, due to the overstress and deterioration it would not be safe to operate. The project proposal is to replace the existing bridge with a single span removing the central pier in a 21 day core possession in August 2025. This will require alterations to the existing OLE equipment that runs underneath the structure. The highway will also be closed for a significant period whilst construction works are undertaken to replace the bridge - circa 50 weeks. The deck construction works will commence once all beams are landed, connected and waterproofing membrane is installed. The sub-contractor will then be responsible for setting up all formwork and erecting steel re-enforcement (Opportunity to construct in cages may arise during design development, but please assume in-situ at this stage). Sub-contractor to then provide 2no. concrete pumps for duration of their pouring works. Sub-contractor to also finish concrete. The scope of work included in this Subcontract includes but is not limited to provision of all resources required to undertake the following items of work in accordance with the requirements of the Subcontract other that the items which the Schedule of Attendances specifically identify as being provided by the Main Contractor.
From £500,000
Contract value
The Main Contract works is for the construction of a new footbridge (BBM 9G Woburn Road footbridge bridge) to facilitate the decommissioning of the current Woburn Road Foot Crossing. The current Foot Crossing is situated on the Bletchley and Bedford Midland Line (BBM) @ 14m 10245Yds. The scope of the works is the construction of the new bridge and associated works as per the current draft AFCs. The works to be carried out include but not limited to the list below: 1. Consultation with stakeholders to agree the level of welfare provision, access arrangements, service diversions and other works necessary to enable commencement of the works. 2. Procurement and fabrication of columns, steps, intermediate landing areas and main span of the footbridge, as well as, waterproofing and footway surfacing of the of the new structure. 3. Design and construction of any temporary works require to complete scope. 4. Undertaking of enabling works to create a worksite suitable for the works. 5. Diversion of the existing drainage ditch, into a new piped system for a total of up to 40lm, complete with Soluform Pre-filled concrete bag works headwalls on either end. 6. Construction of the piled foundation & pile caps either side of the railway lines to support the installation of the new steel Circular Hollow Section (CHS) columns 7. Construction of landing areas for access/egress onto and off steps 8. Installation of CHS columns, steps, intermediate landing areas and main span of the footbridge. 9. Installation of spider plate for future bonding provision. 10. Closure of existing foot crossing. 11. Installation of new boundary fence. 12. Installation of new footpaths on approach to structure. The indicative stating date for the Main Contract Works is January 2025
From £500,000
Contract value
"The main contracted works is for the construction of a new overbridge (Marston Road Overbridge) to facilitate the decommissioning of the current Marston Road Level Crossing. The Level Crossing is situated on the Bletchley and Bedford Midland Line (BBM) @ 9m 02ch. The scope of the works is the construction of the new bridge and assosciated works as per the current Form 2 Design. Works involve but not limited to the following: The works to be carried out include but not limited to the list below: 1. Consultation with stakeholders to agree the level of welfare provision, access arrangements, service diversions and other works necessary to enable commencement of the works. 2. Undertaking of enabling works to create a worksite suitable for the works. 3. Temporary Works development to enable permanent works construction. 4. Installation of the new drainage ditch either side of the new highway. Pipework, chambers, under track crossing, and headwall structures for the underground culvert diversion on the East side of the existing road alignment. 5. Construction of the piled foundation & pile caps either side of the railway lines to support the installation of the new abutment, wingwalls and restraint barriers. 6. Construction of the bridge abutments, cills and wingwalls. 7. Procurement and fabrication of beams, approach units, bearings, parapet, waterproofing and surfacing of the of the new bridge structure. 8. Installation of approach embankments to the abutments with engineered material combined with the installation of deck drainage and highway drainage to outfall. 9. Construction of the embankment slopes and ancillary highway infrastructure including carriageway, white lining, verges, tie-ins, footpaths, approach safety barriers, fencing and service ducting from Chainage 10m to Chainage 540m as per Form F (180940-MUR-ZZ-XX-DRG-EHW-000). 10. Diversion and reinstallation of the Statutory Services (Anglian Water, Cadent Gas, UK Power Network, Openreach (BT)) in the new highway overbridge infrastructure. 11. Installation of cable troughs, and chambers on under track crossings for systems cabling. 12. Telecommunications related modification works. 13. E & P related modification & installation works. 14. Signalling related modification works. 15. De-vegetation and landscaping works as per the ecological and landscape design documentation. The stating date for the Main Contract Works was [insert] and the completion date for the whole of the Main Contract Works is [insert] "
From £10,000,000
Contract value
The section of brickwork at Roade Cutting is defective and requires permanent repair, and is circa min of 5metres wide by 3metres high and 300mm think (to be confirmed by coring). JMS believe that sprayed concrete would be a viable solution in providing a permanent repair. The work is scheduled to be undertaken during a Christmas Blockade 29th December 2025 to 5th January 2026. Subcontractor is to apply the spray concrete with stainless steel mesh and fixings and anchoring. The possession starts on the 29th December 2025 at 12.00 and ends 5th January 2026 at 04.10. Because of the time of the year we will also look at installing a temporary works scaffold with encapsulation in case of low temperatures and this will allow yourselves access to carry out the work. JMS will provide all welfare, RRVs / trailers, safety critical staff, isolation, temp works with encapsulations.
From £25,000
Contract value