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Currency [0]/Explanatory TextG5Explanatory Text %0 K Followed Hyperlink  % 1Good;Good  a%2 Heading 1G Heading 1 I}%O3 Heading 2G Heading 2 I}%?4 Heading 3G Heading 3 I}%235 Heading 49 Heading 4 I}%69 Hyperlink  % 7InputuInput ̙ ??v% 8 Linked CellK Linked Cell }% 9NeutralANeutral  e%3Normal % :Noteb Note   ;OutputwOutput  ???%????????? ???<$Percent =Title1Title I}% >TotalMTotal %OO? Warning Text? Warning Text %XTableStyleMedium2PivotStyleLight16`# 1-4 Market Street, Holyhead,  ;a| DrawingPriceItem1.02.03.04.0Given the nature of the work, it is assumed that an Asbestos demolition and refurbishment survey shall not be required. Any suspect fibrous materials uncovered during the works should immediately be notified to the CA and Client Representative.Financial SummaryThe Gate SurroundPreliminaries and Site set up1.11.1.11.1.210001.21.2.11.2.21.2.31.31.3.11.3.21.41.4.11.4.21.4.31.4.4.1.1.31.1.41.1.5Make good all affected areas and surfaces following the work. It is the contractors responsibility to ensure that the site is left in a safe and tidy manner. 1.2.4.The contractor shall be responsible for safeguarding and providing adequate protection to the metalwork during their transportation to and from the site. They must hold and provide copies to demonstrate sufficient insurance to safely transport the metalwork. All historic fabric components removed from the site must be identified with punched metal tags wired to each piece. The contractor is not perimeter to remove from site any additional historic fabric without the written consent of the nominated person. 3Repairs and Replacement Sections - Overthrow (only)Replace corroded, fragile, broken or areas with significant loss of section as identified on drawing 1000. Refer to specification shown on the drawing.Fabricate and fit new details where missing as shown on drawing 1000 and historic image of the ironwork. Refer to the specification shown on the drawing.A provisional sum of 20% to cover any additional areas of damage uncovered during the cleaning process in addition to those identified on drawing 1000. =Cleaning - to all ironwork (inc. fixings and side supports). 1.5SRepairs and Replacement Sections - Left-hand-side panel (inc fixings and supports).1.5.11.5.21.5.31.5.41.6TRepairs and Replacement Sections - Right-hand-side panel (inc fixings and supports).1.6.11.6.21.6.31.6.41.7$Surface protection - to all ironwork1.7.11.7.21.8Reinstatement 1.8.12.12.1.12.1.22.1.32.1.42.1.52.1.6.2.2.2.2.12.2.22.2.32.2.42.32.3.12.3.2\Cleaning: All ironwork to be cleaned as per specification item 2.2 as shown on drawing 1000.WAllow to prepare and redecorate all ironwork as specification item 2.6 on drawing 1000.2.4.2.4.11.8.2'We assume that all existing fixings connecting the individual ironwork panels to each other and to the masonry substrate will be heavily corroded. Allow to replace with new Marine Grade 316 stainless steel fixings. All visible fixings to be decorated onsite to match the colour of the ironwork. Site Safety: The contractor must allow for securing and all necessary safety measures in place temporary guarding in place of the railings to prevent the risk of injury should any members of the public gain access onto the roof of the buildings whilst the existing iron railings have been taken offsite. The means of escape across the roof must also be maintained for the duration of the contract.  Post completion inspection and maintenance - The contractor shall be responsible for visiting the site within 12months of the completion to inspect the ironwork and make good / touch up any areas of decorationMaintenance Schedule - Upon completion of the project the contractor shall submit a maintenance schedule for the ongoing future maintenance of the ironwork. The schedule shall include activities and inspections to be taken every six months, annually, five years and 10 years. The maintenance schedule shall include a record of the works undertaken during this contract and the specification of materials associated with the ongoing maintenance.3Dismantling and Transportation of Ironwork offsite.Dismantling and removing the ironwork: The contractor shall provide a method statement for the removal of the ironwork and any temporary measures for CA approval prior to the works commencing.Dismantling and removing the ironwork - Following the photographic record and agreed methodology, carefully dismantle and remove the ironwork from its substrate. The contractor shall not be permitted to cut short the ironwork embedded within the masonry.2.4.22.4.32.4.4.1001 1000 &1001Exact Scope of repairs to be confirmed following the cleaning process. Repair / fill / make good the surface of the iron railings where there is between 25-50% of the section missing. Refer to items 2.3 of the specification shown on the drawing 1000. Refer to details 9/1001 and 10/1001, provisionally allow to repair and build up the surface to the following number of sections, Area A - 7no. Area B - 15no. Area C - 5no. Area D - 8no. Area E - 8no.2.52.5.12.5.22.62.6.1Details 13-15 on drawing 1001;Repair and Replacement Sections to all ironwork (inc. Gate)(Total of Section 1.0 - The Gate Surround1.9 Contingency1.9.12.6.22.72.7.13.13.1.1.3.1.23.1.33.1.43.1.53.1.63.23.2.13.2.23.2.33.2.43.3.3.3.13.3.23.43.4.13.4.23.4.33.4.43.4.53.63.6.13.6.23.53.5.13.5.23.73.7.1@Repair and Replacement Sections to all ironwork (inc. Backstays)Inspection following the cleaning: The contractor must make allowance in their programme for the Conservation Accredited Architect and representatives from Isle of Anglesey County Council to inspect the metalwork to agree and confirm the exact extent of repairs required. xRepair corroded, fragile, broken details as identified on the drawing 1000. Refer to specification shown on the drawing.HAllow for 'touching up' the ironwork in-situ following is reinstatement.Allow to reinstate the ironwork. Where possible, the contractor shall reuse existing pockets within the masonry substrate and provide details of fixing methods to the CA. The contractor will be responsible for making good all areas affected by the work.S15% Contingency to cover unforeseen works or repairs during the conservation works.Repair the 3no. decorative panels/ motifs on the western elevation, provisionally allow to: Cleaning covered under item 2.3. Surface protection covered under item 2.5. Reinstate the 3no. section of the missing scrollwork to the base of the central and southern panel. Reinstate 1no. section of missing scrollwork to the upper section of the central panel. Replace/ repair the damaged grille "plate" to the northern panel. Repair / build up (as item 2.3 of the specification), the surface of the panels & scrollwork - allow for 10% of entire panel and scrollwork. Allow to replace 50% of fixings supporting the scrollwork to the railings. \ Allow to reinstate the ironwork. Where possible, the contractor shall reuse existing pockets within the masonry substrate and provide details of fixing methods to the CA. The contractor shall be responsible and should make allowance for the reinstatement and any making good to the surface of the roof covering for the reinstatement works. Contractor to submit details for making good to the CA prior to the commencement of works.oOverhaul iron gate located to the eastern elevation of the railings. Disassemble prior to the cleaning process. Repair and replace corroded and fragile sections. Assume that all fixings shall be replaced. Provide a new latch to hold the gate closed. Re-grease and test offsite to make sure that the gate opening action is smooth and balanced. refer to detail 11/1001.7The Steps leading from Market Street to the Market Hall1.101.10.13.6.3*To the 14no. Granite steps leading from Market Street to the Market Hall. The overall width is approximately 3800mm : Carefully rake out by hand the existing mortar to all joints (including joints between stonework at where the steps meet the adjacent ground surface). Clean the mortar joints and treat with a Concentrated Glyphosate Weed Killer to reduce the risk of weeds reappearing within the joints. Repoint the joints using a suitable lime based mortar. Contractor to provide 4no. samples of varying aggregate and mix for CA a< pproval. Contractor to allow for the use of a NHL 3.5 lime mortar and a well graded aggregate. Maximum grain size within the aggregate shall be approximately one third the size of the joint width. Contractor to allow for all protection to support the carbonation of the mortar. PReinstate the missing ball finial to the corner pier: Contractor to provide stone samples of: Peakmoor Sandstone Scotch Buff Sandstone Contractors Proposal Contractor to take a template of the existing finial on the adjacent pier to accurately carve the new finial. Prepare the surface of the pier and fix the new finial using a 400-450mm long Grade 316 Stainless Steel dowel - allow to form a core within the existing plinth and new finial, resin fix the finial to the plinth. The base of the ball finial shall be repointed using a suitable lime based mortar as described under item 1.9. 1.9.2mProvisional sum to undertake masonry repairs and repairs to any other ground coverings between the buildings.Exact Scope of repairs to be confirmed following the cleaning process. Replace corroded, fragile, broken or areas with significant loss of sections (more than 50%). Refer to items 2.4 and 2.5 of the specification shown on the drawing 1000. Refer to details 9/1001 and 10/1001, provisionally allow to replace the following number of sections; Full length of railing - 6no. Area A - 9no. Area B - 9no. Area C - 5no. Area D - 5no. Area E - 10no.Repair the 3no. decorative panels/ motifs on the western elevation, provisionally allow to: Cleaning covered under item 2.3. Surface protection covered under item 2.5. Reinstate the 3no. section of the missing scrollwork to the base of the central and southern panel. Reinstate 1no. section of missing scrollwork to the upper section of the central panel. Replace/ repair the damaged grille "plate" to the northern panel. Repair / build up (as item 2.3 of the specification), the surface of the panels & scrollwork - allow for 10% of entire panel and scrollwork. Allow to replace 75% of fixings supporting the scrollwork to the railings. \ 2.6.3RProvisional sum for other works associated with the reinstatement of the ironwork.Exact Scope of repairs to be confirmed following the cleaning process. Replace corroded, fragile, broken or areas with significant loss of sections (more than 50%). Refer to items 2.4 and 2.5 of the specification shown on the drawing 1000. Refer to details 9/1001 and 10/1001, provisionally allow to replace the following number of sections; Full length of railing - 6no. Area A - 10no. Area B - 10no. Area C - 5no. Area D - 5no. Area E - 10no.Exact Scope of repairs to be confirmed following the cleaning process. Repair / fill / make good the surface of the iron railings where there is between 25-50% of the section missing. Refer to items 2.3 of the specification shown on the drawing 1000. Refer to details 9/1001 and 10/1001, provisionally allow to repair and build up the surface to the following number of sections, Area A - 8no. Area B - 15no. Area C - 5no. Area D - 10no. Area E - 10no.3.6.4WProvisional sum for additional works associated with the reinstatement of the ironwork.4.14.1.1.4.0.New Balustrade20004.1.2.4.1.3.(New Balustrade and Totem Interpretation.?Total of Section 4.0 - New Balustrade and Totem Interpretation.4.1.4.4.1.5.4.1.6.4.1.7.Total (ex VAT) Contingency at 10% of the above.The Schedule of Works is to be read in conjunction with the drawings 1000, 1001, Specification, shown on drawing 1000, and the supporting information (document reference number 7001). The following works are not set out in a suggested sequence, Contractor to deliver the works how they see fit. Please note, the sections 1-3, (The Gate Surround, Ironwork above 1&2 and 3,4 Market Buildings, Stanley Street), have been split to facilitate seperate legal agreements with the respective private owners of the pavilion buildings and the arch and steps owned by the Council NOTE: Unit rates and prices and extensions must be quoted in pounds and whole pence to two decimal places. The terms  Nil ,  Included and/or  - are NOT to be used, but should be indicated as 0.00. Figures MUST be inserted against each item in the Schedule of work. Any item left blank will be deemed to be included in the following works summary. Contractor to provide digital photographs to the CA prior to and upon the completion of the project recording the condition, cleaning, repairs and redecoration process. Contractor to provide digital photographs to the CA prior to works and upon the completion of the project recording the condition, cleaning, repairs and redecoration process. 1.9.3Provisional sum to provide and instal 7 no. pairs of high quality black coloured carborundum double anti-slip grip strips to the first and last step to each flight for CA approval%Ironwork above 1 & 2 Market Buildings&Ironwork above 3 & 4 Market Buildings <Total of Section 2.0 - Ironwork above 1 & 2 Market Buildings=Total of Section 2.0 - Ironwork above 3 & 4 Market Buildings Provisional Sum: Contractor to appoint a suitably qualified electrical subcontractor to connect an electrical supply from the Market Hall to two of the new balustrades, located closest the Market Hall to the western section (one has a pre-exisitng connection and one is new) . Allowance for all associated transformers and controls. Contractor to provide design drawings for CA approval prior to undertaking the work.Provisional Sum: To excavate and lay new cabling beneath the hard landscaping to the east of the Market Hall to faciliate 4.1.5 . All lifted pavers to be carefully protected and reinstated upon completion of the installation.%Ironwork above 3 & 4 Market Buildings#Working Site Setup: The Contractor shall be responsible for undertaking a site visit at pricing stage to assess the site and inform their proposals for the site setup. The contractor should allow for a suitable working site set up, safe working access and protection to visitors to the site. It is anticipated that an area to the south of the Market Hall may be utilised for any parking and deliveries to minimise any disruption to Stanley Street (but permission from the landowner will be required). Contractor to liaise with representatives from the Isle of Anglesey County Council regarding any parking provisions. The continuity of business operation for the occupiers of No's 1-4 is a necessesity and ongoing liaison with each occupier is< vital while works are ongoing. Contact details will be supplied to the contractor on appointment. The contractor shall be responsible for consulting and obtaining all necessary licences to implement their methodology (i.e. Highways Department). Isle of Anglesey County Council Highways Service Contact  Alan Jones, Group Engineer Street Works Telephone: 01248 752389 / AlanJones@ynysmon.gov.uk Please also refer to the Pre-Construction Information Pack and comply with the requirements there-in and the role of Principal Contractor under the CDM (2015) Regulations.$Working Site Setup: The Contractor shall be responsible for undertaking a site visit at pricing stage to assess the site and inform their proposals for the site setup. The contractor should allow for a suitable working site set up, safe working access and protection to visitors to the site. IIt is anticipated that an area to the south of the Market Hall may be utilised for any parking and deliveries to minimise any disruption to Stanley Street (but permission from the landowner will be required). Contractor to liaise with representatives from the Isle of Anglesey County Council regarding any parking provisions. The continuity of business operation for the occupiers of No's 1-4 is a necessesity and ongoing liaison with each occupier is vital while works are ongoing. Contact details will be supplied to the contractor on appointment. The contractor shall be responsible for consulting and obtaining all necessary licences to implement their methodology (i.e. Highways Department). Isle of Anglesey County Council Highways Service Contact  Alan Jones, Group Engineer Street Works Telephone: 01248 752389 / AlanJones@ynysmon.gov.uk Please also refer to the Pre-Construction Information Pack and comply with the requirements there-in and the role of Principal Contractor under the CDM (2015) Regulations.Working Site Setup: The Contractor shall be responsible for undertaking a site visit at pricing stage to assess the site and inform their proposals for the site setup. The contractor should allow for a suitable working site set up, safe working access, temporary protection to the roof surfaces and protection to members of the public passing by the site. It is anticipated that an area to the south of the Market Hall may be utilised for any parking and deliveries to minimise any disruption to Stanley Street (but permission from the landowner will be required). Pedestrian access to the Market Hall must be maintained at all times. The extent of the compound area to be agreed as part of the construction phase H&S plan. Alternative pedestrian routes from Stanley Street to the Market Hall to be clearly signed and protective barriers in place. Contractor to liaise with representatives from the Isle of Anglesey County Council regarding any parking provisions. The contractor shall be responsible for consulting and obtaining all necessary licences to implement their methodology (i.e. Highways Department). Isle of Anglesey County Council Highways Service Contact  Alan Jones, Group Engineer Telephone: 01248 752389 / AlanJones@ynysmon.gov.uk Please also refer to the Pre-Construction Information Pack and comply with the requirements there-in and the role of Principal Contractor under the CDM (2015) Regulations.Contractor design portion - Design, supply and install new balustrade to the four flights of steps, three between the Market Buildings and replace an existing section to the Market Hall, as shown on drawing 2000. Contractor to provide a drawings of the design proposals for CA approval prior to the fabrication of the balustrades. Balustrades to be: Manufacturer: Q Railing System: Design to match adjacent. Handrail to include a IP66 rated LED downlight. Material: 316 Grade Stainless Steel. Fixings: To existing granite steps. General note: Please note, there is an existing inspection chamber located above the top step which must not be adversely impacted by the works or execution of the work. Supply, install and design new Way2Go Totem interpretation board as detailed on drawing 2000 as per IS Group signage (ian@is-group.com / 01352 792000). Market Hall hertiage intereptation text and graphic content to be provided by Headland Design Associates (stuartj@headlanddesign.co.uk / 01829 271329) at contractor's cost. Contractor to provide drawings of the design proposals for CA approval prior to the fabrication.pSchedule 6 (Commerical Questionnaire ) for pricing and return - 1-4 Market Buildings, Stanley Street, Holyhead. 9 ;4;;<=A\A.BMmBBG3 J M"MMN7VNuKPjW6b1f 2g- p/t*ccB T8 (-˨%  dMbP?_*+%RO&L&"Arial,Regular"&14 7000. Schedule of Works. 1 - 4 Market Street, Holyhead. MJ&L&"Arial,Regular"&9Donald Insall Associates Ltd / Schedule of Works &R&P&jZ?'jZ?(~?)~?MSend To OneNote 16@/ 4dX,A4GIS4DINU"$SMTJ{3EE39114-30B4-45a4-A109-19D4A40FCC22}RESDLLUniresDLLPaperSizeLETTEROrientationPORTRAITResolutionDPI600ColorMode24bppV4DM" HX, BP(? 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