{ "uri": "https://www.find-tender.service.gov.uk/api/1.0/ocdsRecordPackages/ocds-h6vhtk-06e03c", "publisher": { "name": "Cabinet Office", "scheme": "GB-GOR", "uid": "D2", "uri": "https://www.gov.uk/government/organisations/cabinet-office" }, "publishedDate": "2026-08-10T14:23:22+01:00", "license": "http://www.nationalarchives.gov.uk/doc/open-government-licence/version/3/", "publicationPolicy": "https://www.gov.uk/government/publications/open-contracting", "version": "1.1", "extensions": [ "https://standard.open-contracting.org/profiles/eu/latest/en/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_amendment_rationale_classifications_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_budget_breakdown_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_contract_completion_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_documentation_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_pagination_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_suitability_extension/master/extension.json", "https://raw.githubusercontent.com/portaledcahn/ocds_Links_extension/main/extension.json", "https://raw.githubusercontent.com/cabinetoffice/ocds_uk_extension/main/extension.json" ], "packages": [ "https://www.find-tender.service.gov.uk/api/1.0/ocdsRecordPackages/ocds-h6vhtk-06e03c" ], "records": [ { "ocid": "ocds-h6vhtk-06e03c", "releases": [ { "ocid": "ocds-h6vhtk-06e03c", "buyerID": [], "id": "075774-2026", "tag": [ "award", "contract" ], "date": "2026-08-10T14:23:22+01:00", "initiationType": "tender", "parties": [ { "name": "Worth Parish Council", "id": "GB-PPON-PJRP-4745-JDPR", "identifier": { "scheme": "GB-PPON", "id": "PJRP-4745-JDPR" }, "address": { "streetAddress": "First Floor, The Parish Hub", "locality": "Copthorne", "postalCode": "RH10 3ZQ", "country": "GB", "countryName": "United Kingdom", "region": "UKJ28" }, "contactPoint": { "email": "enquiries@worth-pc.gov.uk" }, "roles": [ "buyer" ], "details": { "classifications": [ { "scheme": "UK_CA_TYPE", "id": "publicAuthoritySubCentralGovernment", "description": "Public authority - sub-central government" } ] } }, { "name": "WARWICK LANDSCAPING LIMITED", "id": "GB-COH-06803654", "identifier": { "scheme": "GB-COH", "id": "06803654" }, "additionalIdentifiers": [ { "scheme": "GB-PPON", "id": "PNDB-5777-QNWH" } ], "address": { "streetAddress": "2 Warwick Lodge", "locality": "Redhill", "postalCode": "RH1 1DP", "country": "GB", "countryName": "United Kingdom", "region": "UKJ26" }, "contactPoint": { "email": "jean@warwicklandscaping.co.uk" }, "roles": [ "supplier" ], "details": { "url": "http://www.warwicklandscaping.co.uk", "scale": "sme", "vcse": false } } ], "buyer": { "id": "GB-PPON-PJRP-4745-JDPR", "name": "Worth Parish Council" }, "tender": { "id": "ocds-h6vhtk-06e03c", "legalBasis": { "id": "2023/54", "scheme": "UKPGA", "uri": "https://www.legislation.gov.uk/ukpga/2023/54/contents" }, "title": "Copthorne Recreation Ground MUGA Project - phase 1", "description": "Groundworks for a Multi-Use Games Area, including:\nPreliminaries\nExcavation and foundations\nBase construction\nPaths\nHard and soft landscaping\nThe works shall be carried out in accordance with the requirements of the specifications within this Schedule of Works and the contract documents. In the event of discepancy the Schedule of Works shall take precedence. Quantities stated within this Schedule can be relied upon by the contractor. All volumes stated are unbulked.\t\n\tTenders should be based on the details included in the following document bundle:\t\na.\tSky Revolutions drawing reference SRL221552 [Topographical Survey]\t\nb.\tPBA Planning drawing reference WPC-CP-01 REV C [Existing layout plan]\t\nc.\tPBA Planning drawing reference WPC-CP-05 [External works plan]\t\nd.\tPBA Planning drawing reference WPC-CP-06 [Cross Sections - 200mm excavation]\t\ne.\tPBA Planning drawing reference WPC-CP-07 [Cross Sections - 500mm excavation]\t\nf.\tPJC document reference PJC/6393/24-02 [Arboricultural impact assessment, method statement and tree protection plan]\t\ng.\tWPC-CP-CEMP [Construction Environment and Management Plan]\t\nh.\tPluviam drawing reference PN0237-PEL-XX-XX-DR-Y-0001 B [Drainage Plan]\t\ni.\tZaun Super Rebound 8 Information Sheet - Version 20220817 [Perimeter Fence Specification]\t\nj.\tJakoustic Reflective Fencing Information Sheet - JSW 30 Issue 02 [Acoustic Fence Speification]\t\nk.\tPhilips Lighting Design dated 18th July 2024\t\nl.\tBEI Lighting drawing reference 28670-1 [Floodlighting columns]\t\nm.\tPhilips Lighting Optivision LED gen3.5 Information Sheet [Datasheet 2026 January 10]\t\nAll references to \"the tree protection plan\" shall mean PJC document reference PJC/6393/24-02. \nAll references to offsite disposal shall be understood to mean disposal at a registered waste transfer station at the Contractors expense. Duty of Care waste transfer notes will be made available for inspection by the Project Manager or Client upon request. \t\nContractors should visit the site with the Project Manager prior to preparing or finalising their tender to inspect the baseline condition of the site.\t\nThe new vehicular access onto Copthorne Bank will be used as the sole access to the working area. Assume that work will be done during prevailing dry weather and no temporary road or grass protection will be required. Project Manager to be advised immediately if prevailing weather is likely to result in more than superficial wear to grass surface or mud being carried from site on wheels.\t\nAll tarmac surfaces within the site must be protected where trafficked by vehicles with a gross weight in excess of 7.5 tons.\t\nPreliminaries:\nContractor to allow for the preparation of a Construction Phase Plan aligned with the approved project CEMP.\nContractor to allow for the erection of Heras fencing to secure the north of the site from the field gate adjacent to the play area. Dust netting to be fixed to Heras fence on western and northern perimeter of play area. Pedestrian entrances on western and eastern boundaries to be closed. Root Protection Areas of trees and hedgerows within the vicinity of the working area as shown on the root protection plan to be fenced.\nContractor to allow for appropriate welfare facilities for number of operatives on site.\nContractor to allow for the accurate setting out of the Multi Use Games Area (MUGA) in accordance with the contract drawings using GNSS (GPS) and/or total station survey equipment.\nContractor to allow for all other preliminaries required for the project:\nExcavation and foundations:\nScrape off grass to a minimum depth of 50mm from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2]\nExcavate minimum of 150mm top soil from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2] after retaining adequate top soil to dress all embankments with 150mm layer [Area - 182m2].\nExcavate subsoil to form reduced levels within to levels to be agreed with the Project Manager. Allow for excavation, loading, removal from site and disposal of 452m³ of material based on 50 no. export loads (expected export loads have been based on 9m3 out of the ground per load). Provide waste transfer notes and disposal tickets to the Project Manager as evidence of the number of loads removed from site. The item cost shall be reduced by £420.00 per load where fewer than 50 export loads are removed. Should it become apparent during excavation that the volume of material requiring removal from site will exceed 50 loads / 452m³ the contractor will immediately notify the Project Manager and not proceed with disposal beyond this allowance without further instruction.\nRaise levels initially using suitable material retained from the excavation works where approved by the Project Manager and then by imported Type 3 clean primary aggregate as necessary to achieve the proposed formation levels. Allow for the placement and compaction of 242m³ of fill material. Material shall be placed in layers and thoroughly compacted as work proceeds. The rate is based on the import of 242m³ of Type 3 clean primary aggregate equating to 532.4 tonnes using a conversion factor of 2.2 tonnes per m³. The rate is based on £50.84 per tonne. The item rate shall be adjusted by £50.84 per tonne based on the actual quantity of Type 3 aggregate imported with the quantity evidenced by delivery and weighbridge tickets provided to the Project Manager. Any variation shall be calculated by reference to the difference between the actual imported tonnage and the allowance of 532.4 tonnes.\nExcavate foundation 600mm wide x 400mm average depth x 58m long on line of perimeter path edgings on northern end of pitch with 18.5 returns sloping at 1% on each side of the pitch and remove soil from site. Allow for one 225mm step in each side foundation.\nLay 600mm x 300mm deep x 58m C25 concrete foundation with reinforcing bars inset to suit spacing of 215mm jollow blocks. Form one 225mm step in foundation on each side of MUGA.\nLay 215 hollow blocks in one course [45m] and two courses [58m] and fill voids with concrete.\nBase construction:\nLay total thickness of 300mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.3m - 234m3]. Install checkdams as work proceeds in accordance with Pluviam design.\nLay total thickness of 250mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.25m - 195m3]. \nPaths:\nSet 50 x 150mm PCC edgings [manufactured in accordance with BS EN1340] to form edge of perimeter path [total length 134.5m]. Edgings to be bedded on minimum 100mm deep x 300mm wide ST4 concrete foundation and haunched to within 50mm of top of back edge.\nLay 150mm thick layer of fully compacted Type 1 clean primary aggregate conforming to SHW Clause 803 & BS EN 13285 on non-woven geotextile membrane [Area 86m2].\nHard and soft landscaping:\nDress all embankments with 150mm layer of previously retained topsoil and ensure levels finish flush with top surface of perimeter path edgings. Spread general purpose grass seed on freshly laid top soil [182m2].", "status": "complete", "procurementMethod": "limited", "procurementMethodDetails": "Below threshold - limited competition", "lots": [ { "id": "1", "status": "complete", "description": null } ] }, "awards": [ { "id": "1", "status": "active", "mainProcurementCategory": "works", "suppliers": [ { "id": "GB-COH-06803654", "name": "WARWICK LANDSCAPING LIMITED" } ], "items": [ { "id": "1", "additionalClassifications": [ { "scheme": "CPV", "id": "45210000", "description": "Building construction work" } ], "deliveryAddresses": [ { "region": "UKC", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKD", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKE", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKF", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKG", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKH", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKI", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKJ", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKK", "country": "GB", "countryName": "United Kingdom" } ], "relatedLot": "1" } ], "relatedLots": [ "1" ] } ], "contracts": [ { "id": "1", "awardID": "1", "status": "active", "period": { "startDate": "2026-07-13T00:00:00+01:00", "endDate": "2026-09-04T23:59:59+01:00" }, "value": { "amountGross": 131418.95999999999, "amount": 109515.8, "currency": "GBP" }, "aboveThreshold": false, "dateSigned": "2026-07-13T00:00:00+01:00", "statusDetails": null, "documents": [ { "id": "075774-2026", "documentType": "contractNotice", "noticeType": "UK7", "description": "Contract details notice on Find a Tender", "url": "https://www.find-tender.service.gov.uk/Notice/075774-2026", "datePublished": "2026-08-10T14:23:22+01:00", "format": "text/html" } ] } ], "language": "en", "extensions": [ "https://standard.open-contracting.org/profiles/eu/latest/en/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_amendment_rationale_classifications_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_budget_breakdown_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_contract_completion_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_documentation_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_pagination_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_performance_failures_extension/master/extension.json", "https://raw.githubusercontent.com/open-contracting-extensions/ocds_suitability_extension/master/extension.json", "https://raw.githubusercontent.com/portaledcahn/ocds_Links_extension/main/extension.json", "https://raw.githubusercontent.com/cabinetoffice/ocds_uk_extension/main/extension.json" ] } ], "compiledRelease": { "tag": [ "compiled" ], "id": "ocds-h6vhtk-06e03c-2026-08-10T14:23:22+01:00", "date": "2026-08-10T14:23:22+01:00", "ocid": "ocds-h6vhtk-06e03c", "initiationType": "tender", "parties": [ { "id": "GB-PPON-PJRP-4745-JDPR", "name": "Worth Parish Council", "identifier": { "scheme": "GB-PPON", "id": "PJRP-4745-JDPR" }, "address": { "streetAddress": "First Floor, The Parish Hub", "locality": "Copthorne", "postalCode": "RH10 3ZQ", "country": "GB", "countryName": "United Kingdom", "region": "UKJ28" }, "contactPoint": { "email": "enquiries@worth-pc.gov.uk" }, "roles": [ "buyer" ], "details": { "classifications": [ { "scheme": "UK_CA_TYPE", "id": "publicAuthoritySubCentralGovernment", "description": "Public authority - sub-central government" } ] } }, { "id": "GB-COH-06803654", "name": "WARWICK LANDSCAPING LIMITED", "identifier": { "scheme": "GB-COH", "id": "06803654" }, "additionalIdentifiers": [ { "scheme": "GB-PPON", "id": "PNDB-5777-QNWH" } ], "address": { "streetAddress": "2 Warwick Lodge", "locality": "Redhill", "postalCode": "RH1 1DP", "country": "GB", "countryName": "United Kingdom", "region": "UKJ26" }, "contactPoint": { "email": "jean@warwicklandscaping.co.uk" }, "roles": [ "supplier" ], "details": { "url": "http://www.warwicklandscaping.co.uk", "scale": "sme", "vcse": false } } ], "buyer": { "id": "GB-PPON-PJRP-4745-JDPR", "name": "Worth Parish Council" }, "tender": { "id": "ocds-h6vhtk-06e03c", "legalBasis": { "id": "2023/54", "scheme": "UKPGA", "uri": "https://www.legislation.gov.uk/ukpga/2023/54/contents" }, "title": "Copthorne Recreation Ground MUGA Project - phase 1", "description": "Groundworks for a Multi-Use Games Area, including:\nPreliminaries\nExcavation and foundations\nBase construction\nPaths\nHard and soft landscaping\nThe works shall be carried out in accordance with the requirements of the specifications within this Schedule of Works and the contract documents. In the event of discepancy the Schedule of Works shall take precedence. Quantities stated within this Schedule can be relied upon by the contractor. All volumes stated are unbulked.\t\n\tTenders should be based on the details included in the following document bundle:\t\na.\tSky Revolutions drawing reference SRL221552 [Topographical Survey]\t\nb.\tPBA Planning drawing reference WPC-CP-01 REV C [Existing layout plan]\t\nc.\tPBA Planning drawing reference WPC-CP-05 [External works plan]\t\nd.\tPBA Planning drawing reference WPC-CP-06 [Cross Sections - 200mm excavation]\t\ne.\tPBA Planning drawing reference WPC-CP-07 [Cross Sections - 500mm excavation]\t\nf.\tPJC document reference PJC/6393/24-02 [Arboricultural impact assessment, method statement and tree protection plan]\t\ng.\tWPC-CP-CEMP [Construction Environment and Management Plan]\t\nh.\tPluviam drawing reference PN0237-PEL-XX-XX-DR-Y-0001 B [Drainage Plan]\t\ni.\tZaun Super Rebound 8 Information Sheet - Version 20220817 [Perimeter Fence Specification]\t\nj.\tJakoustic Reflective Fencing Information Sheet - JSW 30 Issue 02 [Acoustic Fence Speification]\t\nk.\tPhilips Lighting Design dated 18th July 2024\t\nl.\tBEI Lighting drawing reference 28670-1 [Floodlighting columns]\t\nm.\tPhilips Lighting Optivision LED gen3.5 Information Sheet [Datasheet 2026 January 10]\t\nAll references to \"the tree protection plan\" shall mean PJC document reference PJC/6393/24-02. \nAll references to offsite disposal shall be understood to mean disposal at a registered waste transfer station at the Contractors expense. Duty of Care waste transfer notes will be made available for inspection by the Project Manager or Client upon request. \t\nContractors should visit the site with the Project Manager prior to preparing or finalising their tender to inspect the baseline condition of the site.\t\nThe new vehicular access onto Copthorne Bank will be used as the sole access to the working area. Assume that work will be done during prevailing dry weather and no temporary road or grass protection will be required. Project Manager to be advised immediately if prevailing weather is likely to result in more than superficial wear to grass surface or mud being carried from site on wheels.\t\nAll tarmac surfaces within the site must be protected where trafficked by vehicles with a gross weight in excess of 7.5 tons.\t\nPreliminaries:\nContractor to allow for the preparation of a Construction Phase Plan aligned with the approved project CEMP.\nContractor to allow for the erection of Heras fencing to secure the north of the site from the field gate adjacent to the play area. Dust netting to be fixed to Heras fence on western and northern perimeter of play area. Pedestrian entrances on western and eastern boundaries to be closed. Root Protection Areas of trees and hedgerows within the vicinity of the working area as shown on the root protection plan to be fenced.\nContractor to allow for appropriate welfare facilities for number of operatives on site.\nContractor to allow for the accurate setting out of the Multi Use Games Area (MUGA) in accordance with the contract drawings using GNSS (GPS) and/or total station survey equipment.\nContractor to allow for all other preliminaries required for the project:\nExcavation and foundations:\nScrape off grass to a minimum depth of 50mm from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2]\nExcavate minimum of 150mm top soil from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2] after retaining adequate top soil to dress all embankments with 150mm layer [Area - 182m2].\nExcavate subsoil to form reduced levels within to levels to be agreed with the Project Manager. Allow for excavation, loading, removal from site and disposal of 452m³ of material based on 50 no. export loads (expected export loads have been based on 9m3 out of the ground per load). Provide waste transfer notes and disposal tickets to the Project Manager as evidence of the number of loads removed from site. The item cost shall be reduced by £420.00 per load where fewer than 50 export loads are removed. Should it become apparent during excavation that the volume of material requiring removal from site will exceed 50 loads / 452m³ the contractor will immediately notify the Project Manager and not proceed with disposal beyond this allowance without further instruction.\nRaise levels initially using suitable material retained from the excavation works where approved by the Project Manager and then by imported Type 3 clean primary aggregate as necessary to achieve the proposed formation levels. Allow for the placement and compaction of 242m³ of fill material. Material shall be placed in layers and thoroughly compacted as work proceeds. The rate is based on the import of 242m³ of Type 3 clean primary aggregate equating to 532.4 tonnes using a conversion factor of 2.2 tonnes per m³. The rate is based on £50.84 per tonne. The item rate shall be adjusted by £50.84 per tonne based on the actual quantity of Type 3 aggregate imported with the quantity evidenced by delivery and weighbridge tickets provided to the Project Manager. Any variation shall be calculated by reference to the difference between the actual imported tonnage and the allowance of 532.4 tonnes.\nExcavate foundation 600mm wide x 400mm average depth x 58m long on line of perimeter path edgings on northern end of pitch with 18.5 returns sloping at 1% on each side of the pitch and remove soil from site. Allow for one 225mm step in each side foundation.\nLay 600mm x 300mm deep x 58m C25 concrete foundation with reinforcing bars inset to suit spacing of 215mm jollow blocks. Form one 225mm step in foundation on each side of MUGA.\nLay 215 hollow blocks in one course [45m] and two courses [58m] and fill voids with concrete.\nBase construction:\nLay total thickness of 300mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.3m - 234m3]. Install checkdams as work proceeds in accordance with Pluviam design.\nLay total thickness of 250mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.25m - 195m3]. \nPaths:\nSet 50 x 150mm PCC edgings [manufactured in accordance with BS EN1340] to form edge of perimeter path [total length 134.5m]. Edgings to be bedded on minimum 100mm deep x 300mm wide ST4 concrete foundation and haunched to within 50mm of top of back edge.\nLay 150mm thick layer of fully compacted Type 1 clean primary aggregate conforming to SHW Clause 803 & BS EN 13285 on non-woven geotextile membrane [Area 86m2].\nHard and soft landscaping:\nDress all embankments with 150mm layer of previously retained topsoil and ensure levels finish flush with top surface of perimeter path edgings. Spread general purpose grass seed on freshly laid top soil [182m2].", "status": "complete", "procurementMethod": "limited", "procurementMethodDetails": "Below threshold - limited competition", "lots": [ { "id": "1", "status": "complete" } ] }, "awards": [ { "id": "1", "status": "active", "mainProcurementCategory": "works", "suppliers": [ { "id": "GB-COH-06803654", "name": "WARWICK LANDSCAPING LIMITED" } ], "items": [ { "id": "1", "additionalClassifications": [ { "scheme": "CPV", "id": "45210000", "description": "Building construction work" } ], "deliveryAddresses": [ { "region": "UKC", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKD", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKE", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKF", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKG", "country": "GB", "countryName": "United Kingdom" }, { "region": "UKH", "country": "GB", "countryName": "United Kingdom" }, 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In the event of discepancy the Schedule of Works shall take precedence. Quantities stated within this Schedule can be relied upon by the contractor. All volumes stated are unbulked.\t\n\tTenders should be based on the details included in the following document bundle:\t\na.\tSky Revolutions drawing reference SRL221552 [Topographical Survey]\t\nb.\tPBA Planning drawing reference WPC-CP-01 REV C [Existing layout plan]\t\nc.\tPBA Planning drawing reference WPC-CP-05 [External works plan]\t\nd.\tPBA Planning drawing reference WPC-CP-06 [Cross Sections - 200mm excavation]\t\ne.\tPBA Planning drawing reference WPC-CP-07 [Cross Sections - 500mm excavation]\t\nf.\tPJC document reference PJC/6393/24-02 [Arboricultural impact assessment, method statement and tree protection plan]\t\ng.\tWPC-CP-CEMP [Construction Environment and Management Plan]\t\nh.\tPluviam drawing reference PN0237-PEL-XX-XX-DR-Y-0001 B [Drainage Plan]\t\ni.\tZaun Super Rebound 8 Information Sheet - Version 20220817 [Perimeter Fence Specification]\t\nj.\tJakoustic Reflective Fencing Information Sheet - JSW 30 Issue 02 [Acoustic Fence Speification]\t\nk.\tPhilips Lighting Design dated 18th July 2024\t\nl.\tBEI Lighting drawing reference 28670-1 [Floodlighting columns]\t\nm.\tPhilips Lighting Optivision LED gen3.5 Information Sheet [Datasheet 2026 January 10]\t\nAll references to \"the tree protection plan\" shall mean PJC document reference PJC/6393/24-02. \nAll references to offsite disposal shall be understood to mean disposal at a registered waste transfer station at the Contractors expense. Duty of Care waste transfer notes will be made available for inspection by the Project Manager or Client upon request. \t\nContractors should visit the site with the Project Manager prior to preparing or finalising their tender to inspect the baseline condition of the site.\t\nThe new vehicular access onto Copthorne Bank will be used as the sole access to the working area. Assume that work will be done during prevailing dry weather and no temporary road or grass protection will be required. Project Manager to be advised immediately if prevailing weather is likely to result in more than superficial wear to grass surface or mud being carried from site on wheels.\t\nAll tarmac surfaces within the site must be protected where trafficked by vehicles with a gross weight in excess of 7.5 tons.\t\nPreliminaries:\nContractor to allow for the preparation of a Construction Phase Plan aligned with the approved project CEMP.\nContractor to allow for the erection of Heras fencing to secure the north of the site from the field gate adjacent to the play area. Dust netting to be fixed to Heras fence on western and northern perimeter of play area. Pedestrian entrances on western and eastern boundaries to be closed. Root Protection Areas of trees and hedgerows within the vicinity of the working area as shown on the root protection plan to be fenced.\nContractor to allow for appropriate welfare facilities for number of operatives on site.\nContractor to allow for the accurate setting out of the Multi Use Games Area (MUGA) in accordance with the contract drawings using GNSS (GPS) and/or total station survey equipment.\nContractor to allow for all other preliminaries required for the project:\nExcavation and foundations:\nScrape off grass to a minimum depth of 50mm from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2]\nExcavate minimum of 150mm top soil from footprint of MUGA, surrounding path and embankment areas and remove from site [1050m2] after retaining adequate top soil to dress all embankments with 150mm layer [Area - 182m2].\nExcavate subsoil to form reduced levels within to levels to be agreed with the Project Manager. Allow for excavation, loading, removal from site and disposal of 452m³ of material based on 50 no. export loads (expected export loads have been based on 9m3 out of the ground per load). Provide waste transfer notes and disposal tickets to the Project Manager as evidence of the number of loads removed from site. The item cost shall be reduced by £420.00 per load where fewer than 50 export loads are removed. Should it become apparent during excavation that the volume of material requiring removal from site will exceed 50 loads / 452m³ the contractor will immediately notify the Project Manager and not proceed with disposal beyond this allowance without further instruction.\nRaise levels initially using suitable material retained from the excavation works where approved by the Project Manager and then by imported Type 3 clean primary aggregate as necessary to achieve the proposed formation levels. Allow for the placement and compaction of 242m³ of fill material. Material shall be placed in layers and thoroughly compacted as work proceeds. The rate is based on the import of 242m³ of Type 3 clean primary aggregate equating to 532.4 tonnes using a conversion factor of 2.2 tonnes per m³. The rate is based on £50.84 per tonne. The item rate shall be adjusted by £50.84 per tonne based on the actual quantity of Type 3 aggregate imported with the quantity evidenced by delivery and weighbridge tickets provided to the Project Manager. Any variation shall be calculated by reference to the difference between the actual imported tonnage and the allowance of 532.4 tonnes.\nExcavate foundation 600mm wide x 400mm average depth x 58m long on line of perimeter path edgings on northern end of pitch with 18.5 returns sloping at 1% on each side of the pitch and remove soil from site. Allow for one 225mm step in each side foundation.\nLay 600mm x 300mm deep x 58m C25 concrete foundation with reinforcing bars inset to suit spacing of 215mm jollow blocks. Form one 225mm step in foundation on each side of MUGA.\nLay 215 hollow blocks in one course [45m] and two courses [58m] and fill voids with concrete.\nBase construction:\nLay total thickness of 300mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.3m - 234m3]. Install checkdams as work proceeds in accordance with Pluviam design.\nLay total thickness of 250mm MOT Type 3 clean primary aggregate on non-woven geotextile in properly consolidated 100-150mm thick layers to form base for asphalt base layer [780m2 x 0.25m - 195m3]. \nPaths:\nSet 50 x 150mm PCC edgings [manufactured in accordance with BS EN1340] to form edge of perimeter path [total length 134.5m]. Edgings to be bedded on minimum 100mm deep x 300mm wide ST4 concrete foundation and haunched to within 50mm of top of back edge.\nLay 150mm thick layer of fully compacted Type 1 clean primary aggregate conforming to SHW Clause 803 & BS EN 13285 on non-woven geotextile membrane [Area 86m2].\nHard and soft landscaping:\nDress all embankments with 150mm layer of previously retained topsoil and ensure levels finish flush with top surface of perimeter path edgings. 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