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Setting Out B1B1.1B2B2.1B2.2B2.3B2.4B2.5B2.6B2.7B2.8B2.9B3B3.1cNB Supply of Facing and Coping stones is not priced here and is included separately at Schedule J)*.>bJKKerbs and Edging LMNOFixtures and FurniturePPlanting, Turfing, Maintenance)COLLECTION PAGE EXTERNAL WORKS SCHEDULES QBThe schedules above are intended to cover fully the scope foreseeable works. The contractor is to insert here any other items or allowances apparent or inferred from the drawings that they consider necessary for the execution of the external works. Itemise and state whether chargeable on a fixed or time related basis.Carried from schedules "Total this Page taken to Next PageSCHEDULE J Stone -SupplyMasonry - Stone Supply (only)Brought Forward from Last Page-Total this page carried forward to Next Page(insert)B3.2B3.3B3.4B4.3B4.4B4.8B2.10B2.11B2.12B2.13NB All lengths and heights are for guidance only and approximate. Taken at front of wall for radius, heights are absolute heights to AOD . Founds, brickwork/blockwork/ concrete core varies as indicated on drawings. L1.1L1.2L1.3L1.4L1.5L1.6L1.8L1.9L1.10L1.11L1.13L1.14L1.15L1.16L1.17L2.1(Bark Mulch Supply and apply medium grade bark mulch. 5-75mm particle size maximum 4-60% wood content 40-60% bark content. As 'Melcourt Amenity Bark Mulch' or similar approved. Grade down margins by 75mm in advance of spreading to avoid sopilling out onto hardsurfaces. Final settled Depth 75mm  Maintenance to drawings 4993  DRAFT!Pricing Schedule Tender Document Signs%600 mm dia/square (SW11, F2, F3, F4)Roddable RWP Bottle Gully: To downpipes with square antisplash hopper and metal grate (contractor to provide sample for approval) including all jointing rocker pipes and concrete surround/concrete support. Sit tight to building. In clude trimming sets neatly as drawing 4915  Pipe runs SW d" 900mm Depth ' Excavate for Pipe runs SW d" 900mm DepthO1.2O1.3O1.4O1.5O1.6O1.7O1.8O1.9O1.10%SCHEDULE O.1: Fixings and Furniture B2.14B3.8B3.9D1D1.1D1.2D1.3D1.4D1.5D1.6D1.7D1.8D1.9D1.10D1.11 Surfacing` Total this Page taken to Summary*Total this page carried forward to Summary%Total this Page taken to Summary PageKerbs, trims and Edgings - Trim and prepare trench, supply and lay to line and level on bed and haunch as specified to drawing 4975. Prepare sample panel section in advance for approval: #Cyngor Llanferres Community Council4Site/Project Area : Maes Ysgawen - External Works Maes Ysgawen External WorksRecieve Topographic surveys (digitally) provided in supporting information. Re-establish critical survey stations. Mark with driven stainless-steel marker pins. Install new stations as required to undertake the works. Re survey the site if/where required to confirm existing critical site levels and arrangements Agree with the CA which stations/coordination points are to be referenced throughout all subsequent works, including as a minimum 4nr setting co-ordination points (stations) around the park URequirements relating to Setting-Out of External works . Reference also drawing 48017Recieve setting out drawings (pdf models and CAD model - available in 2D with level information separately provided by the CA) and incorporating Topographic surveys and layout model. Reference co-ordination points, radii, and setting out points. Set-out the works by Total Station and/or other means using information from the digital model carrying out surveys and level checks as may be required. Employ best practice methods for achieving levels and setting out (using Batter Boards, Profiles, Travellers, Pegs, String Lines etc) to progress the works diligently and accurately. All to ensure relevant standards are met (Part M building regulation standards or BT accessibilty standards as applicable). B1.2B1.3B1.4B1.5B1.6B1.7B1.8B1.9B1.10At time of re-grading grub out small tree stumps remaining after prior clearance of fruit trees by employer - on line of Path MAt time of re-grading grub out small tree stumps remaining after prior clearance of fruit trees by employer - on line of Path K1Trim back/grub out hedge both sides Rectory Lane* Small cherry, hedgeline, scrub, Cae GwynB1.11.Scrape off vegetation, moss, dispose arisings*Lift out existing timber edgings, dispose Paths A, B, C E, F (existing )CBreak out surfaces , break up/take down grub up/and dispose/re-use:Spread recovered soil to min 300mm depth and lightly consolidate to give near level terrace ( behind retaining boulders ) extending to compost area "Viewpoint( 4351, 4354, 4554. 4956)"Rectory Lane ( 4351, 4355, 4555, )B2.15B2.16B2.17B2.18B2.19B2.20YSpread recovered soil to min 300mm depth and lightly consolidate to shrub planting areas ?Strip soil ( assumed min 150mm) and set to one side for re-use Reduce/build levels (+/- 0-250mm depth), consolidate to give landform to new grass path, new steps and bark path shelter, and community planting beds . gSpread recovered soil to min 300mm depth and lightly consolidate to verges and planting areas adjacent Nr VExcavate for infiltration grip min 300mm wide x 450mm to 550mm deep Path P at shelter +Excavate for New IC Depth to IL approx 1m -Verge re-instatement Paths BGP(r.) C, E, F Cultivate to break up existing turf, cart imported stopsoil and spread 0-50mm depth friable soil to verges to Paths BGP(r.) (import measured below)(PROVISIONAL) Import clean friable topsoil to BS and drawing 4991 , cart and stockpile to make up deficit on site . Provisional -only to be expended upon instruction. +tExtra over for for excavation footings to shelter as drawing 4954, 1000x1000mm to base at 236.650 ( max 600mm deep)Excavate /reduce levels to give new access (0-250mm depth). (paths N, O) Excavate 225mm extra over to formation for Bound Gravel and Gravel path sets and trims Disposal/Import (PROVISIONAL) Cart to stockpile and dispose of all hard rock/debris arising and unsuitable for re-incorporation in the works. Provisional -only to be expended upon instruction. hrsStream/Woodland Area Excavations For drainage &SCHEDULE B.4 Excavations, Earthworks B4.5B4.6B4.7B4.9Strip/Excavate for: replacement Gravel Surfacing G(r). (28m2) ..for extended Bound Gravel Surfacing BGP at (2.5m2) and for Sett trims and kerbs(9m2)Excavate for rear Wall C (5.75m2 generally to 241.500 (c500mm deep) and for front walls A, B 5.75m2 generally to 241.225 (c350 to 750mm deep) fExcavate additionally .for bound Gravel Surfacing BGP and sett trims and kerbs to 200mm /250mm depth gExtra over for excavation and bringing to formation as required, consolidating, and trimming for bark path area and all posts edge boards, treads and risers in relation to steps (29m2); rigid paved areas, edging and kerbs to shelter /cla< ssroom, (32m2); 3nr community planting beds ,(15m2); Bound Gravel path areas round shelter and community beds (60m2)B3.10 Tree PitsCapping SCHEDULE C Capping Formation IInfiltration grip min 300mm wide x 450mm to 550mm deep Path P at shelter 450mm dia(IC;s )PExcavations all deemed included in Schedule B . Trim excavations (measured above) lay drainage, backfill trenches make all connections, in accordance with SAB approvals, allow for final cleaning and testing and certifications. All works as supply and fix in accordance with drainage details drawings 4915, 4916, 4917 and layou 2701.Soakaways: Construct Preformed /Proprietary large soakaways Including all bases, inlet/ outlet branches, rocker pipes, concrete surround, riser and connecting pieces. To drawing: 4916 Proprietary IC Chambers Construct Preformed Proprietary IC Chambers Including all base, inlet/ outlet branches, rocker pipes, concrete surround, riser and connecting pieces. To drawings 4916 .New ICs Silt trapping, Depth to IL approx 1m (Infiltration grip 75mm diameter fully perforated polypropylene drainage pipe surround; 100mm clean 20mm nominal surround geotextile wrap, top dressed in clean 20mm limestone chippings. To 4915 Connect to inspection chambers gullies, rodding eyes with all connection pices reducers neceassary etc IC/Soakaway Covers Ductile cover and frame to BSEN124, class C250 Non slip. Set to line and level. Class (i) mortar bed and haunch To 4916!Excavate for Soakaway Capping (Provisional)Not Used$Clearances, Excavations, Earthworks Pipe runs100mm diameter PVC pipes; Z class (concrete) surround; backfill with imported type 1 & reinstate to the formation; connect to manholes / inspection chambers /soakaway / RWP gulies/Rodding eyes/channels (measured above/elsewhere). *Soakaway (1200mm dia x approx 2.0m depth)Rodding eyes - eye shaped lockable aluminum rodding eye, bedded in 100mm concrete, reducer to fit to perforate drainage pipe where necessary. To 4915 Viewing Point Seating Wall A: approx 3m lin.m, Curved on plan. Full stonework construction with through stones with rough squared rubble limestone facing stone . 4 external arrises corners 5 degree battered outside face . Overall masonry (including above and below ground facing and blockwork )915mm . Approx 6m2 facing stone above ground and below ground). 6nr x 65mm deep coping stones. Approx 0.55m3 concrete base Seating Wall C: approx 7.35m lin.m, Curved on plan. Part retaining. Full stonework construction with through stones with rough squared rubble limestone facing stone . 4 external arrises corners. Vertical faces . Overall masonry (including above and below ground facing and blockwork ) 640mm . Approx 10m2 facing stone above ground and below ground). 15nr x 65mm deep 13b coping stones. Approx 1.2m3 RC28/32P concrete base Seating Wall B: approx 3m lin.m, Curved on plan. Full stonework construction with through stones with rough squared rubble limestone facing stone . 4 external arrises corners 5 degree battered outside face . Overall masonry (including above and below ground facing and blockwork )915mm . Approx 6m2 facing stone above ground and below ground). 6nr x 65mm deep 13a coping stones. Approx 0.55m3 RC28/32P concrete base Supply to compound/works area all masonry necessary for above and below ground work incl for all handling to Drawings , 4961, 4962, 4963 4964, 4956. Quantities do dot allow for wastage - contractor to make own allowances and estimate for wastage accordingly.  Viewing PointsWalling Stone Supply for incorporation into the works (as measured elsewhere) Random' Squared Facing Stone (limestone): Rough guillotined/squared or selected (natural/as found) angular shaped walling stone. Random Heights: with average stones more than 25mm height and no stones less than 25mm height. Supply sample for comment and approval. ( measure includes joints). %Copings: Dressed Sandstone Copings: See drawing 4961, 4962 for spec on cut coping stones. Riven (or sawn and buffed) top face, sawn and lightly tooled front and back faces, lightly eased (rounded) top edges front and back. 65mm thick. Stone cut to lengths/sizes shown, tolerances +/-3mm max.+13a ( for Walls A and B) 468/516mm x 459mm%13b ( for Wall C ) 515/558mm x 419mm7Entrance Piers Cae Gwyn (PROVISIONAL FOR SINGLE PIER) Rocks/Boulders - General Use =Copings: Dressed Sandstone Pier Coping: See drawing 4961, 4962 for spec on cut coping stones. Riven (or sawn and buffed) top face, sawn and lightly tooled sides, lightly eased (rounded) edges . 140mm thick. Stone cut to lengths/sizes shown, tolerances +/-3mm max.Provisional -only to be expended upon instruction. Rocks/Boulders Large rough hewn limestone rock pieces min 500mm widex450mm high x min 750mm long to CA's approval . Sub angular/sub rounded. Ensure no sharp edges . Supply to site Double Row setts (STRx2) Single setts (STRx1) Sett Trims (50 ot 80 thk x100x100mm units ) Tobermore Fusion Setts or Marshalls Conservation Setts (STRx1/STRx2/STRx3) Single /double/tripl rows or triple set as channel (CH) as shown. Prepare and test formation, trim. Place and consolidate lay 100mm Type 1. Lay to line and level on min 150mm bed and min 125mm haunch. ST4 concrete bed. Complete jointing with proprietary polymer modified joint compound brush-in type for cropped setts. As dwg 4975:   Conservation Kerb (CK) (Marshalls Conservation Silver Grey or Tobermore Fusion silver grey) ( 125x255mm unit) Lay to line and level on min 150mm bed and min 175mm haunch ST4 concrete bed. Set to upstand /transition as shown . Standard radius as noted or straight Conservation kerb Viewing Point drawing 4553Cae Gwyn Entrance drawing 4552ClassRoom drawing 4556Flat Topped Edgings 50 x 50mm (FTE150) PC Edging kerb, on min 100mm bed and 100mm haunch ST4 concrete to BS8500-2 or 250x50mm units (FTE250) with 125mm bed and 125mm haunch  Flat Topped Edging Kerb (FTE150)SCHEDULE K.1 Kerbs and EdgingsRectory Lane drawing 4554SCHEDULE L Surfacing Paths Trims and Edgings - Trim and prepare trench, supply and lay edgings to line and level as specified to drawing 4975. Prepare sample section in advance for approval: Timber Edging - Soft Ground 38mmx150mm sawn, treated edging boards brought to to smooth line and level pegged with 50x50x450mm pointed softwood pegs at in 1.5m centres (driven and set 25mm below top of edge board).. As dwg 4972: Timber Edging - Hard Ground Ground -25mmx150mm sawn, treated edging boards to smooth line and level pegged at 1.0m centres with T8 re-bar driven home and cut neatly and smoothly 25mm below top of board. Stapled securely with 2nr heavy gauge galvanised stablesAs dwg 4972: -Plastic Edging (E) 25mm x 150mm sawn, black recycled plastic 'lumber' edge boards by Plasteco or similar brought to a smooth line and level pegged using 450mm rebar with U staples into the edging at 1500mm centres or less where required to achieve curve. (driven and set 25mm below top of edge board)Path C BGP(r)Path K BGP(r) Path L BGP Path P & Shelter/Commnunity BedsPath E BGP(r)Path F BGP(r) Path N BGPPath D BGP+G(r)lin.m +Insert rate only assume (minimum say- 50m)K2.1K2.2K2.9K2.3K2.4K2.5K2.6K2.7K2.8K2.10K1.1K1.2K1.3K1.4K1.5K1.6K1.7K1.9K1.10K1.11K1.12K1.13Path A Cae Gwyn "Path D (2nd access to playground)Path O Rectory lane Path A & B Cae Gwyn Path C, & E, & FBound Gravel BGP Trim and prepare formation, place geotextile separation layer, place and grade and roll 150mm Type 1 subbse Place grade and wet roll 6mm to dust limestone aggregate topping 50mm deep Path A Cae GwynBenches Path LL1.7Path N Rectory lane Bound Gravel surfacing: Excavation, capping, , disposal, verges all measured, edgings measured above. Includuing for all supply, stockpi< le cart , double handle materials as necessary. See drawing 4972 and relavant detail GA's and sections.  Paths G, H, J Stream/Woodland Viewing point*Allowance for setting under Picnic tables SCHEDULE L.2 Surfacing (Paving)yFlexible paving- (PC450) Chequerboard 8nrx8r Tobermore Classica slabs in Charcoal and Tobermore Mayfair slabs in Silver FFlexible paving- (PC400x600) Margin Tobermore Mayfair slabs in Silver New Slab Paving After clearances, general excavation re-grading, drainage, consolidation of subgrade and formation, laying of foundations and edgings, (all measured above):, Classroom /Shelternot carried to fwdvRigid paving- (PC450) Chequerboard 8nrx8r Tobermore Classica slabs in Charcoal and Tobermore Mayfair slabs in Silver Masonry - WallsSCHEDULE M Masonry -Walls M1M1.1M1.2M1.3M1.4G1.5G1.6G1.8G1.9Cae Gwyn 4552!2.7m field gate (outward opening)"All hinges, stops, straps, catches'200x200mm gate hinge posts /end posts G1.10 StructuresG1.11DSeperately and directly appointed by client: not carried to summary SCHEDULE H : StructuresPMain Contractor's Allowance for supply of galvanised post bases to drawing 4954DNB: Clearances, Excations and Earthworks all measured seperately. yMain Contractor's Allowance for setting out and casting C28/32P concrete bases , min 1000x1000x300mm deep to drawing 4954DAccessible Planters (Community Growing Beds): to drawing 4941, 4556 Other Structures: Construct features including all supply of materials, trimming excavations for founds, founds and formwork and reinforcement where shown , waterproofing , including all cutting /dressing/adaption of features, construction joints , pointing, finishing, cleaning, and all ancillaries, and all other work necessary to complete the feature. Clearances, Excations and Earthworks all measured seperately+Planters 2.4x1.8m set on/built into slope 6Compost Box (at Rectory Lane ): to drawing 4946, 4556 Compost Box 3.0x1.5m /Classroom shelter: to drawing 4954, 4955, 4556 HExtra over for excavating for Posts/ gate posts to minimum depth shown ZPlace boulders ( supply measured under Schedule J) to retain regraded embankment/planting B2.21tCart stockpiled imported topsoil ( import measured below) and Infilll accessible planters (community growing beds) In all fixing of structures, refer to setting out drawings and coordinate with CA as to precise location, ensure concrete bases/surround finished below finished ground levels. Make good and tidy disturbed ground/finishes around installation, touch up any damage. In all fixing of furniture , coordinate with CA as to precise location, ensure concrete bases/surround finished below finished ground levels. Make good and tidy disturbed ground/finishes around installation, touch up any damage. Entrance Signs and LecternsXExcavate for, set to to line and level, fix with min 125mm concrete surround to posts. bExcavate for, min 4nr 200x200x150mm deep concrete pads set with top min 25mm below final finish of path/surfacing. Set to line and level. Fix each legs with min 50x50x1100mm galvanised angle and SS screws ( set to rear side of bench) with concrete screw to secure to belowground pad. Make good surfacing over top of pad and fixing . Unit is per bench ~Park Benches; 5' (1500mm ) long bench in oak/treated softwoord - By Sign Workshops. Purchased by client , delivered to sitePicnic Benches 6' (1800mm ) long picnic benches in oak/treated softwood - By Sign Workshops/Other. Purchased by client , delivered to siteFix bollard to line and level in location shown as gate stop (drawing 4936) with min 125mm ST3 surround concrete to set to 450mm high min 400mm depth. GSupply and fit heavy duty 5 lever laminated padlock with 2 sets keys StepsSCHEDULE E StepsOuter stringer 200x100mm UC4 treated softwood sleeper (ex 2.4/1.8m lengths) Set to levels as shown and cut to butt neatly at points shown co-incident with step risers. Securely fix with 2nr 150x8mm SS A2 coach screws into each step post and each handrail post . Outer (lower) stringer 100x100mm UC4 treated softwood fixed below main stringer to retain Set and cut and fixed as above (Bottom stringer required between top and bottom handrail posts)6Inner stringer 200x100mm UC4 treated softwood sleeper (ex 2.4/1.8m lengths) Set to levels as shown and cut to butt neatly at points shown co-inncident with step risers. Securely fix with 2nr 150x8mm SS A2 coach screws into each step post and each handrail post . Ground levels brought to within 10mm of top.)Stringers and edge boards (approx quants)0Supply and fix including all setting out foundations, final trimming, temporary retaining during contruction, backfilling and making good, finishing treatments ancill      !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnpqrstuvwxyz{|}~ary fixtures and fittings. In all fixing of structures, refer to setting out drawings and coordinate with CA as to precise location, Ensure concrete bases/surrounds are finished below final ground levels. Make good and tidy disturbed ground/finishes around installation. To drawings 4953, and detail layout drawings 4555. Clearances, excavations and groundworks, measured seperately above. Inner (lower) stringer 100x100mm UC4 treated softwood fix below main stringer to retain Set and cut and fixed as above (Bottom stringer required between top and bottom handrail posts) 100x100x600mm Plasteco recycled timber posts or UC4 treated softwood equivalent set inside and outside of stringers into augured hole, 100mm surround of ST3 concrete Spacing/setting out approximately as shown and no wider than every 500mm qStep riser 220x50mm UC3 treated x 1.2m fixed with min 140x6mmx TX self drilling SS screws min 4nr per post/riserStep retaining posts 100x100x450mm Plasteco recycled timber posts or UC4 treated softwood equivalent set 25mm below tread , set into augured hole, 100mm surround of ST3 concrete Steps and posts Handrail Posts Handrail post' 150mm diameter peeled turned unilog, set to part-retain edging board and min 1000mm above line of nose of treads, 500mm into ground. Set into augured hole, 100mm surround of ST3 concrete Drill to 70mm diameter to accept rope min 4nr per post/riserSynthetic sisal decking rope .Multistrand 60mm external decking grade taupe colur. Knotted trimmed and fixed securely (finshed length not including knots etc)XNB: Backfilling of path, steps and risers with surfacing allowed for under schedule L.1 Carry out all softworks and planting in accordance with drawings 4851 to 4856 , and requirements detailed on drawings 4991-4996: % Preparation of Tree Pits to 4995Allowance for softworks subcontractor to attend and inspect during preparation of trees pits by main contractor. (Cost for excavation/soiling/free draining gravel in base by main contractor included at Schedule B)uAt time of planting prepare and mix final tree backfill mix including supply fertiliser and 50L PAS compost per pit Plant Protection BNative core plants to have a rabbit guard secured with bamboo cane1Laid to 1m2 around all trees where set in turf . )Three way staking and strapping to trees pitsSupply and plant all plants ((insert sum from separate planting schedule -refernce Drawing 4998) (submit separate priced schedule at time of tender or within 7 days of Tender) Planting preparation Woodland Shade Wildflower (S) : (Prepared and measured above as earthworks drawings 4351 and Schedule B) . Lightly scarify/harrow to tilth by hand (no deep cultivation)$Amenity turf to BS3969 LA's approval NWoodland Shade (S):Emorsgate EW1 Woodland Mixture Soils. @4 gm2 (16kg acre)Seeding/Wildflower Seeding Turf and Seed xTurf/Sow onto areas re-graded and prepared as specified and as measured above , establish, water, maintain to first cut /Maintain all trees for min 2 years from PC. Rectify failures/water/trim as required to maintain thriving, Maintain substantially weed free at each visit not less than every 2 months during growing season< season ( min 10 visits). Give advance notice to CA and provide record certificate of each visit `Maintain all Planting/Planting areas for min 1 year /12 months from PC. Rectify failures/water/trim as required, Maintain substantially weed free at each visit Not less than 4 weeks between visits in growing season, not less than every 2 month out of season ( min 10 visits). Give advance notice to CA and provide record certificate of each visit Maintain all amenity turf until 3 months ( or 2 cuts after after 1st cut) Cut with rotary mover to 50mm , last cut to 35mm, rectify all shrinkage and settlement Give advance notice to CA and provide record certificate of each visitMaintain all wildflower seeded areas 12 months (including 2 cuts after the growing /flowering seson season) Cut with rotary mower to 75mm fional cut to 50mm Give advance notice to CA and provide record certificate of each visit7Rainwater Harvester (4917): Burgundy Water Butt 500L by Kingfisher direct Burgundy Wood Effect Water Butt Barrel in Polyethylene 500 Litres capacity, Fed by a 'Guttermate' Diverter & Filter Universal rainwater harvester in black to match PVC downpipes and guttering integral filter and 500mm hosetail down pipeAlternative: Rainwater Harvester (4917): ( PROVISIONAL and NOT Carried to Summary) Burgundy Water Butt 500L by Kingfisher direct Burgundy Wood Effect Water Butt Barrel in Polyethylene 500 Litres capacity, Fed by a 'Guttermate' Diverter & Filter Universal rainwater harvester in black to match PVC downpipes and guttering integral filter and 500mm hosetail down pipe (Provisional and only upon instruction ) Preliminary Allowances A1.1General Allowance to meet all contractual requirements and conditions of contract (JCLI LWC 2017), to Preliminaries Section A20.{&General Compliance with Preliminaries A1.2Fixed costs -Allowance for meeting all General and specific Provisions of Preliminaries Sections A32 to A37 where not specifically addressed belowXlA33 Quality Standard/ControlA1.3Specific provision for supply of suitably qualified engineer/site agent for setting out works including surveying to achieve relative levels and for setting path works and associated landscape work.!A34 Security /Safety /Protection A1.5A1.6aAllowance for appropriate weldmesh protective fencing to protect works and prevent public. accessA1.7weeksA1.8$Allowance for insurance of the worksA1.9"A36 Contractors General Cost ItemsSite welfare and OfficesYAllowance for establishment & removal of office, sanitary and welfare facilities to A36.RA1.10cAllowance for maintenance of office, sanitary & welfare to A36, for duration of the contract period;@n(PROVISIONAL) Allowance for providing track matting on site to protect tree roots in key locations (20 lin m) SETTING OUT -Reference Preliminary Requirements Document A2A2.1A2.2A2.3A2.4Specific provision for complying with CDM Regulations. Including provision of Construction Phase Health and Safety Plan with details Method Statements and Risk Assessments. .jSpecific allowances for protection and maintenance of roads and paths in a safe clean and tidy condition. C1.2(PROVISIONAL) Allowance for import place 6F1 Capping, consolidate and trim , to bring to fomation- where soft spots encountered - allowance for all hard surfaced areas. (Provisional -only to be expended upon instruction. )-Signs as provided by clientMake allowances for taking receipt of seats, picnic tables , purchased directly by the employer and delivered to site. Allowance for all handling, unwrapping, disposal packaging, carting, storing, protection, inspection N1.13Allowance for General Preliminaries & Setting Out }(PROVISIONAL) Allowance for erecting maintaining adjusting and removing tree protection fencing as BS 5837 (approx 150 lin.m)PROVISIONAL Where instructed : Complete As-Built survey of works : As built survey to be used as basis for contractors as-builts for O&M manual purposes. (Provisional and only upon instruction) PROVISIONAL Where included and instructed : a) As works progress make available to the CA, copies of Interim Surveys (as built) of the all paths ramps steps walls and features (Provisional and only upon instruction) 'Subtotal Preliminaries and Works Items Contingency Total Carried to Form of tender SCHEDULE N SignsP1.1P1.2P1.3P1.4P1.5P1.6P1.7P1.8P1.9P1.10,SCHEDULE P.1 Planting, Turfing, Maintenance ,SCHEDULE P.2 Planting, Turfing, Maintenance P2.1P2.2P2.3P2.4P2.5P2.6P2.7P2.8P2.10P2.12P2.13P2.14P2.15P2.16#SCHEDULE G Gates,Fencing,BoundariesB4.1B4.2%SCHEDULE B.3 Excavations &Earthworks%SCHEDULE B.2 Excavations &EarthworksSCHEDULE B.1 Clearances'SCHEDULE A.1 - PRELIMINARY REQUIREMENTS(SCHEDULE A.2 - PRELIMINARY REQUIREMENTS A1C1E1E1.1E1.2E1.3E1.4E1.5E1.6E1.7E1.8E1.9G1H1J1J1.1J1.2J1.3J1.4J1.5J1.6J1.7J1.8K1SCHEDULE K.2 Kerbs and EdgingsK2L1L2L2.2L2.3L2.4P1Strip/excavate as a minimum to formation level of proposed works. (Where foundations extend deeper than formation seek direction from CA). Avoid damage to features to be retained adjacent. All materials unsuitable for re-incorporation into the works becomes the property of the contractor and disposed off-site to licenced tip (disposal Measured at B.4). Allow for all stockpiling and handling /double handling, and spread consolidate in suitable conditions . Reference drawing 4351, to 4356 series and 4991 series. UClassroom Shelter and Steps ( 4351, 4356, 4556, 4954, 4955 4953) (excludes Path Q)Strip/excavate as a minimum to formation level of proposed works. (Where foundations extend deeper than formation seek direction from CA). Avoid damage to features to be retained adjacent. All materials unsuitable for re-incorporation into the works becomes the property of the contractor and disposed off-site to licenced tip. Allow for all stockpiling and handling /double handling, and spread & consolidate in suitable conditions. Reference drawing 4351, to 4356 series and 4991 series. Tree Pits to drawings 4995 Excavate to min 1.0m depth x 1.0mx1.0 m . As drawing 4995. Incorporate free draining gravel at base , use selected site won topsoil to blend backfill mix and infill tree pit as specified. See allowance for softworks subcontractor making inspection at time of pit preparation ( guying watering , ancillaries tree planting etc all measured under Schedule P)Strip/excavate as a minimum to formation level of proposed works. (Where foundations extend deeper than formation seek direction from CA). Avoid damage to features to be retained adjacent. All materials unsuitable for re-incorporation into the works becomes the property of the contractor and disposed off-site to licenced tip. Allow for all stockpiling and handling /double handling, and spread & consolidate in suitable conditions. Reference drawing 4351, to 4356 series and 4991 series and drawing 2701. VExcavate for infiltration grip min 300mm wide x 450mm deep Path P & Community growing AExcavate for infiltration grip min 300mm wide x 450mm deep Path LAExcavate for infiltration grip min 300mm wide x 450mm deep Path K(Excavation and or bringing up and consolidation to formation level is measured above). Proof roll. As and where any soft spots are encountered bring these to the direction of the CA , Allowance for import of capping (or selecting and segregating site-won aggregates) for use as capping. Consolidate in 200mm max layers to achieve minimum 2.5% CBR at formation. Final Trim and shape and make up levels as required to give formation. Reference Detail Drawings 4970 series, drawings 4Infiltration grip min 300mm wide x 450mm deep Path K4Infiltration grip min 300mm wide x 450mm deep Path LIInfiltration grip min 300mm wide x 450mm deep Path P & Community growing wGates, fencing Supply and fix including all set< ting out foundations, backfilling making good amnd reinstatements , finishing treatments ancillary fixtures and fittings, adjustments, and re-adjustment after 1month operation to ensure smooth operation. To drawings 4931, 4936 and detail layout drawings. Clearances, excavations and groundworks, measured seperately above. ,1.050m pedestrian access ( inward opening) H1.1H1.2H1.3H1.4H1.5H1.6e/o for selected rough dressed quoins stones for use on corners (arrises) min 200mm long, min 200mm wide min 200mm high (for 12 arrises e/o for selected rough dressed quoins stones for use on corners (arrises) min 200mm long, min 200mm wide min 200mm high (for 4 arrises Provisional -only to be expended upon instruction. 9 Flexible Paving Option: prepare and trim formation, lay seperation layer and triaxial grid , 200mm Type1 subbase 50mm 4a Screed and compact 50mm sharp bedding/grit sand , lay and cut as neceassary paving slabs as specified and to pattern shown, Brush in and re-fill kiln dried jointing sand. to drawing 4974 G Rigid Paving Option: prepare and trim formation, 100mm Type1 subbase lay DPM sepration layer , lay screed 125mm PAV1 base with A393 mesh , lay screed 40mm bedding lay close butted and cut as neceassary paving slabs as specified and to pattern shown, Brush in and re-fill polymer modified jointing compound . To drawing 4974 Masonry Walls Supply and Construct walls including all trimming excavations for founds, founds, formwork and core and reinforcement where shown , brickwork, weep holes and ducts, waterproof backing, fixing facing stonework, fixing coping, including all cutting dressing adaption of stonework, construction joints and sealant, ties, pointing, finishing, cleaning, and all ancillaries, to drawings 4961, 4962, 4963 4964, 4956. Including all other above and below ground work necessary to complete the work: N1Make allowances for taking receipt of signs , lecterns, purchased directly by the employer and delivered to site. Allowance for all handling, unwrapping, disposal packaging, carting, storing, protection, inspection Gates, Fencing, Boundaries 01.09.2025UPROVISIONAL SUM for CBR testing (Provisional -only to be expended upon instruction. )W( NB placing of stones in woodland stream area assumed included in items B3.8, B3.9) Item omitted Rectory Lane 4556=PROVISIONAL ( For 2 piers - Playing Fields entrance Cae Gwyn)J1.9J1.10J1.11J1.13J1.14J1.15Entrance Piers Cae Gwyn ,For 2 piers Maes Ysgawen Entrance (Cae Gwyn)omittedK.1.8&Path Q (incl surfacing of step treads)Stone blocks : Cart into place and place/embed boulders ( supply/stone supply included above under Schedule J) - Rectory Lane entrance (PROVISIONAL and only upon instruction for stones placement not already allowed for under schedule B above)  M1.5 Maes Ysgawen Entrance -Cae Gwyn ,(PROVISIONAL) Playground Entrance -Cae Gwyn hClear prepare trim and fully cultivate (300mm depth) planting beds as layout drawings, Beds 1 to 8. Turf (T) Areas : (Prepared and measured above as earthworks drawings 4351 and Schedule B) . Grade and cultivate to minimum . Bring to tilth in preparation for turfing with amenity turf Meadow (WM) Wildflower seeded areas: (Prepared and measured above as earthworks drawings 4351 and Schedule B) . Grade and cultivate to minimum 150mm depth. Bring to tilth in preparation for seeding#Native Shrub plants (core areas 1 per m2 and in groups of 5 plants of same species , pit planted , root dipped with suitable product, 1 No Agroblen tablet per plant) ( 60 plants)[All Accent Shrubs and Groundcovers (Pit planted into beds cultivated as above) (503 plants)XAll Accent Herbaceous Plantings (Pit planted into beds cultivated as above) (340 plants)6Laid to all planting Beds 1 to 8. as layout drawings. PWildflower Meadow Areas (WM): Emorsgate EM6 Meadow Mixture @4gm2 (16kg acre) 5% of works items NPROVISIONAL : Masonry gate pier as drawing 4964, min 700mm deepx 1200x1200mm?Masonry gate pier as drawing 4964, min 700mm deepx 1200x1200mmPath P1 Shelter Paths P2 Community Growing area 5Copings 13c 675x675x140mm For Piers Maes Ysgawen 6PROVISIONAL ( Copings 13c For piers - Playing Fields )Spread recovered soil to min 300mm depth and lightly consolidate to give near level terrace ( behind wall ) extending to existing planting <(Spreading of recovered soil to verge areas measured below)aSpread recovered soil to min 150mm depth and lightly consolidate to verge areas around classroom ?Re-grade within topsoil and verge re-instatement (green hatch): Paths K2,L,M, P3, R slopes nr Steps/Q, viewing point ) . Cultivate to break up turf, Re-grade within topsoil depth Spread additional - 0-250mm depth soil where required (taken from path excavations) to make up levels and grade to give flowing slopes.00Other Re-grade Areas (yellow hatch) : (Paths M)&Full re-grade areas : Strip soil set aside Re-grade +/-250mm -Spread additional 150mm depth soil as required (taken from path excavations) to make up levels and grade to give flowing slopes. (Path M)4(PROVISIONAL) Allow 3 days 2.7t minidigger + driver /(PROVISIONAL) Allow 3 days minidigger operative?Strip/excavate for New Bound Gravel Paths (BGP) and Benches Path K2, L, , P3, Benches 2Strip/excavate for replacement Gravel path (Gr(r)L1.12Path D, Coarse Gravel (Replacement) Gr(r) Trim and prepare formation, place geotextile separation layer, place and grade and roll clean 20mm 200mm max limestone surfaceng "Bound Gravel (Replacement) BGP(r) Clearance and scrape of moss orgainc matter and debris covered above. Place grade and wet roll 6mm to dust limestone aggregate topping 50-75mm deep "Path K (K1+K2)Bark (BK) (hardwood ) surfacing: Excavation, capping, disposal, verges all measured, measured above. Including for all supply, stockpile cart , double handle materials as necessary. See drawing 4972 and relavant detail GA's and sections. (excludes forming and construction of steps- measured below). Trim and prepare formation, place geotextile separation layer, place and grade and roll 75mm Type 3 subbse. Place and lightly consolidate hardwood bark woodchip bark- topping 75mm deep settled. *900mm pedestrian access ( 2 way opening) BAdapt and refix mesh fence rfom clearance south side of entrance &200x200mm gate slam posts /end posts Playground 455##+1050mm pedestrian access ( 2 way opening) 7Adapt and refix fence adjacent and to side of entrance *Vertical Bar 1.6m railing ( approx 11.5m )H1.7PROVISIONAL SUM $School Steps: to sketch drawing 4945G1.123Supply and fit spare sockets for removable bollardsPROVISIONAL SUM4Allow for repairs to fence in NW corner of the site Bollards:145mmx145mm (finished) x 4-way weathered pointed top bollard 750mm overall removable oak bollard and socket with single white reflective band class1 ( as Broxap BX17 removable ) Rocks/Boulders Large rough hewn limestone rock pieces min 500mm widex750mm long x min 450mm high 'flat' stepping stones to CA's approval . Sub angular.. Ensure no sharp edges . Supply to site (PROVISIONAL) Allowance for user of mini digger to undertake minor re-grading avoiding damage to trees. Locally de-silt existing stream and use soil as below. Woodland boggy/overflow: place boulders to create baffles Cart and spread selected site-won topsoil/imported topsoil (approx 5m3) and place stones to create and shape mini dams/baffles. Place larger stones to create stepping stones . Woodland Verges: Cart and re-spread 0-200mm depth ( approx 10-15m3) to make up levels to verges , grade to give flowing slopes. Lightly consolidate footpath formations H, J, K1, avoiding excavations into roots. All to landscape architects direction and approx levels shown. Provisional -only to be expended upon instruction. 'Cae Gwyn Entrances ( 4351, 4352, 4552) 26.09.2025K1.14PROVISIONAL-Dished channel (DC)< Omitted4Triple Row setts set as a channel (CH) - ProvisionalzAvoid damage to features to be retained adjacent. All materials unsuitable for re-incorporation into the works becomes the property of the contractor and disposed off-site to licenced tip unless otherwise scheduled / instructed. Allow for all stockpiling and handling /double handling, and all necessary consents . Reference drawing 4351, to 4356 series and 4991 series. Clear:?Unbolt/lift/remove benches/tables/features and Break out bases.Remove benches (Dispose of)Picnic Table (Dispose of),Gates and fencing Cae Gwyn (Sale by Council)0Gates and fencing Rectory Lane (Sale by Council)~Park Benches; 6' (1800mm ) long bench in oak/treated softwoord - By Sign Workshops. Purchased by client , delivered to siteO1.5aO1.11 06.10.2025 A0 (1189mm x 841mm) / A1 size ( 841 x 595mm) lectern / sign in oak/treated softwoord with 2 nr 100x100 x1000mm long posts - By Sign Workshops. Purchased by client , delivered to siteAll Trees (5nr)P&AMain Contractor's Allowance for all attendances and accommodations, inspections, protection, to facilitate erection of shelter by P&A to correct line and level 13.10.2025!3.6m field gate (outward opening)Works by tradesperson, seperately and directly appointed by client to include delivery and erection, structural calculations and pre-construction drawings, 10 year guarantee for Classroom shelter: 4-way hip roof in Douglas fir and treated softwood, half lap/peg and stainless/galvanised fittings, roof boards with ss nails, Benches to 2 sides boxed and hinged, Balustrade to 2 sides. All as per drawing 4954. Reference-P&A quote omitted-works by employer 10.11.2025TENDER QUERIESTENDER CHP2.6a Amenity Seed Gerneral Amenity Seed mix as Emorsgate General Purpose Meadow Grass Mix .Sow onto re-graded prepared verges @5gm2 (20kg acre) 3Maintain all amenity seeded areas until 3 months ( or 2 cuts after after 1st cut-when sward has established suitably to be handed over to the client) Cut with rotary mover to 50mm , last cut to 35mm, rectify all shrinkage and settlement Give advance notice to CA and provide record certificate of each visitWalling Stone Supply for incorporation into the works (as measured elsewhere) Random' Squared Facing Stone (limestone): Rough guillotined/squared or selected (natural/as found) angular shaped walling stone. Random Heights: with average stones more than 25mm height and no stones less than 25mm height. Generally 100mm - 125mm deep/thick. Supply sample for comment and approval. ( measure includes joints). Provisional -only to be expended upon instruction. . RRail infil connecting to fences both sides fence ( approx 11.5m lin.m , 8 posts). A short section of 3 No timber rails should be adapted to neatly close the gap between the gatepost and the bank/fence.R5Construct pier as drawing 4964 Rough guillotined/squared or selected (natural/as found) angular shaped walling stone Selected larger quoins to arrises. Vertical faces. Aprox 4.4m2 facing in total. 675x675x140mm coping, Overall height (above ground) 1640mm. RC28/30P Reinforced concrete core and base 1200x1200x350. Allow for bolting on (or casting in) gate hinges to hang 2.7m field field gate 65l lM mDmm@Gno ?pupq ss8tIu@u^x xj Cy {y z\ ƀF2y^@͝)mRT\8qת3!} XcU$V '_KRTh/    34HlPd[o M= P@ tr 5o>ccB ZO D ?  u~ @ x y  { !u~ !@ !t !z! ! !"u~ "@ "o "r" " "#u~ #@ #a #r# # #$u~ $? $ $r$ $ $%p&u'u(u)usss* +      ! , -"###   .       /       0       1       2       3       4       5       6       7       8       9       :       ;       <       =       >       ?       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The application is responsible for updating this value after each revision. metaAttributes"/> Document ID GeneratorSynchronous100011000Microsoft.Office.DocumentManagement, Version=16.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100021001Microsoft.Office.DocumentManagement, Version=16.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100041002Microsoft.Office.DocumentManagement, Version=16.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100061003Microsoft.Office.DocumentManagement, Version=16.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandler Oh+'08@\ x Margaret NarburghMargaret Narburgh@Ĺ#S@#S ՜.+,D՜.+,HP X`hp x `  COVER SHEETA.1 General PrelimsA.2 Prelims Setting Out  B.1 Clearance  B.2 Exc&Earth B.3 Exc&EarthB.4 Ex DrainageC.1 Capping Testing FormationD.1 Drainage E.1 Steps G.1 Gates,Fencing,BoundariesDocumentSummaryInformation8ITCompObjWlH.1 StructuresJ.1 Stone Supply K.1 Kerbs&Edging  K.2 Kerbs&Edging L.1 Surfacing Paths L.2 Surfacing Paving M.1 Masonry N.1 SignsO.1 Fix&Furnit P.1 Planting P.2 PlantingSUMMARY  Worksheets(iq}!lcf76f155ced4ddcb4097134ff3c332f TaxCatchAll F Microsoft Excel 2003 WorksheetBiff8Excel.Sheet.89q