{"component": "clause", "props": {"groups": [{"samples": [{"hash": "l6gQJiD8hPC", "uri": "/contracts/l6gQJiD8hPC#field-survey", "label": "Interconnection Agreement", "score": 26.1704311371, "published": true}, {"hash": "jcNM7mGGyDp", "uri": "/contracts/jcNM7mGGyDp#field-survey", "label": "Interconnection Agreement", "score": 26.1704311371, "published": true}, {"hash": "eDXiVn9IdCU", "uri": "/contracts/eDXiVn9IdCU#field-survey", "label": "Interconnection Agreement", "score": 26.1704311371, "published": true}], "snippet": "(a) the ASAC shall notify CLEC.\n(b) If needed, CLEC may perform a Field Survey or request the ASAC to arrange for Field Survey to be scheduled within seven (7) business days of receiving the Billing Authorization from CLEC.\n(c) If CLEC performs the Field Survey, CLEC will arrange for the location of all existing subsurface facilities in the requested Ameritech ROW.\n(d) During the Field Survey, any necessary Make Ready Work will be identified\n(e) CLEC will select the location within the rights-of-way for its attachment or the occupancy of the right- of-way subject to approval by the ASAC. Approval will be denied only for safety, reliability or general engineering principles", "size": 7, "snippet_links": [{"key": "arrange-for", "type": "clause", "offset": [102, 113]}, {"key": "to-be-scheduled", "type": "definition", "offset": [127, 142]}, {"key": "business-days-of", "type": "clause", "offset": [160, 176]}, {"key": "billing-authorization", "type": "clause", "offset": [191, 212]}, {"key": "the-field", "type": "definition", "offset": [245, 254]}, {"key": "location-of", "type": "definition", "offset": [289, 300]}, {"key": "make-ready", "type": "clause", "offset": [411, 421]}, {"key": "the-rights", "type": "clause", "offset": [487, 497]}, {"key": "approval-by", "type": "clause", "offset": [573, 584]}, {"key": "for-safety", "type": "clause", "offset": [624, 634]}, {"key": "engineering-principles", "type": "definition", "offset": [659, 681]}], "hash": "fbeed310e3a897267f83c8212b48a9dc", "id": 1}, {"samples": [{"hash": "4W5B9p8BWih", "uri": "/contracts/4W5B9p8BWih#field-survey", "label": "Programmatic Agreement", "score": 31.4485321045, "published": true}, {"hash": "bZ1Oe6iwTc5", "uri": "/contracts/bZ1Oe6iwTc5#field-survey", "label": "Programmatic Agreement", "score": 26.2251873016, "published": true}], "snippet": "Field surveys will utilize a combination of in-field landscape assessments, aerial reconnaissance, pedestrian survey, and subsurface testing to survey an area for archaeological and historic resources. While the overall field survey efforts will be initially guided by the output of the GIS Model (see above), the field crews will further utilize in-field observations to identify landscape characteristics of high, moderate, and low potential for the presence, preservation, and identification of sites. These observations will help to supplement/confirm the GIS Model outputs and potentially allow for future refinements to the Model. The field crew will document, through photographs and field notation, the landscape features present that characterize the archaeological potential of a given survey area. If changes to the project occur, USACE will determine, after consultation with Signatories, Invited Signatories, and Consulting Parties, whether changes to inventory and/or monitoring are required.", "size": 2, "snippet_links": [{"key": "field-surveys", "type": "clause", "offset": [0, 13]}, {"key": "historic-resources", "type": "definition", "offset": [182, 200]}, {"key": "the-field", "type": "definition", "offset": [310, 319]}, {"key": "field-observations", "type": "clause", "offset": [350, 368]}, {"key": "characteristics-of", "type": "definition", "offset": [391, 409]}, {"key": "identification-of-sites", "type": "clause", "offset": [480, 503]}, {"key": "model-outputs", "type": "clause", "offset": [564, 577]}, {"key": "the-model", "type": "clause", "offset": [626, 635]}, {"key": "landscape-features", "type": "definition", "offset": [711, 729]}, {"key": "survey-area", "type": "definition", "offset": [796, 807]}, {"key": "changes-to-the-project", "type": "clause", "offset": [812, 834]}, {"key": "usace-will", "type": "clause", "offset": [842, 852]}, {"key": "after-consultation-with", "type": "clause", "offset": [864, 887]}, {"key": "invited-signatories", "type": "definition", "offset": [901, 920]}, {"key": "consulting-parties", "type": "clause", "offset": [926, 944]}], "hash": "e31134a91dad0f407193d78d04ced539", "id": 2}, {"samples": [{"hash": "9r1h31UvC6K", "uri": "/contracts/9r1h31UvC6K#field-survey", "label": "Conduit Occupancy Agreement", "score": 19.0, "published": true}, {"hash": "4v5BwAaMrdQ", "uri": "/contracts/4v5BwAaMrdQ#field-survey", "label": "Conduit Occupancy Agreement", "score": 19.0, "published": true}], "snippet": "By means of a field survey, the Licensor shall determine whether the Conduit space is available to accommodate Licensee\u2019s Facilities. In determining the availability of space in Licensor\u2019s Conduit System, Licensor will also consider its present and foreseeable electric service and maintenance needs for Conduit space (Exhibit C).", "size": 2, "snippet_links": [{"key": "the-licensor-shall", "type": "clause", "offset": [28, 46]}, {"key": "determine-whether", "type": "clause", "offset": [47, 64]}, {"key": "conduit-space", "type": "clause", "offset": [69, 82]}, {"key": "available-to", "type": "definition", "offset": [86, 98]}, {"key": "availability-of-space", "type": "clause", "offset": [153, 174]}, {"key": "conduit-system", "type": "definition", "offset": [189, 203]}, {"key": "licensor-will", "type": "clause", "offset": [205, 218]}, {"key": "maintenance-needs", "type": "definition", "offset": [282, 299]}, {"key": "exhibit-c", "type": "definition", "offset": [319, 328]}], "hash": "cad2bba2e939e13b126a933d5eeca141", "id": 3}, {"samples": [{"hash": "buNOaVUncc4", "uri": "/contracts/buNOaVUncc4#field-survey", "label": "Loan Agreement", "score": 17.0, "published": true}], "snippet": "December 2004", "size": 2, "snippet_links": [{"key": "december-2004", "type": "clause", "offset": [0, 13]}], "hash": "67880daf2ce7ebe6b49759f07ade2933", "id": 4}, {"samples": [{"hash": "eLbmRxdsRWB", "uri": "/contracts/eLbmRxdsRWB#field-survey", "label": "License Agreement", "score": 36.5523605347, "published": true}], "snippet": "Whenever a Field Survey is required under this Agreement, Customer shall pay the Company for the Cost thereof. The current standard charge assessed to Customer and all Other Customers for the Field Survey is $130.00 per Attachment or Supplemental Attachment and is based on the Company\u2019s current estimated Cost to perform and complete the Field Survey, but may be adjusted, as necessary, by the Company to account for estimated Costs at the time the survey is performed. Specific to each occurrence, any actions required by the Company to remedy a Pole or Structure ingress or egress condition in compliance with applicable laws, regulations, codes and company policies and procedures is considered to be in addition to the Field Survey function. The Customer shall be responsible for the associated Costs which will be predefined as an estimate in addition to the aforementioned fee.", "size": 2, "snippet_links": [{"key": "this-agreement", "type": "clause", "offset": [42, 56]}, {"key": "the-cost", "type": "clause", "offset": [93, 101]}, {"key": "the-current", "type": "clause", "offset": [111, 122]}, {"key": "standard-charge", "type": "definition", "offset": [123, 138]}, {"key": "to-customer", "type": "clause", "offset": [148, 159]}, {"key": "all-other-customers", "type": "definition", "offset": [164, 183]}, {"key": "the-field", "type": "definition", "offset": [188, 197]}, {"key": "supplemental-attachment", "type": "definition", "offset": [234, 257]}, {"key": "based-on", "type": "definition", "offset": [265, 273]}, {"key": "complete-the", "type": "clause", "offset": [326, 338]}, {"key": "by-the-company", "type": "clause", "offset": [388, 402]}, {"key": "to-account", "type": "definition", "offset": [403, 413]}, {"key": "estimated-costs", "type": "definition", "offset": [418, 433]}, {"key": "at-the-time", "type": "clause", "offset": [434, 445]}, {"key": "the-survey", "type": "clause", "offset": [446, 456]}, {"key": "each-occurrence", "type": "definition", "offset": [483, 498]}, {"key": "required-by", "type": "definition", "offset": [512, 523]}, {"key": "in-compliance-with-applicable-laws", "type": "clause", "offset": [594, 628]}, {"key": "company-policies-and-procedures", "type": "definition", "offset": [653, 684]}, {"key": "in-addition-to-the", "type": "clause", "offset": [705, 723]}, {"key": "the-customer-shall", "type": "clause", "offset": [747, 765]}, {"key": "responsible-for", "type": "clause", "offset": [769, 784]}, {"key": "associated-costs", "type": "definition", "offset": [789, 805]}], "hash": "d1d10a65647162e2e9f40f0bab714f6c", "id": 5}, {"samples": [{"hash": "42LVCgGiEyH", "uri": "/contracts/42LVCgGiEyH#field-survey", "label": "Engineering Services Agreement", "score": 30.3190155029, "published": true}], "snippet": "1.1.1 Conduct topography and boundary survey for the PROJECT.", "size": 1, "snippet_links": [{"key": "boundary-survey", "type": "definition", "offset": [29, 44]}, {"key": "the-project", "type": "clause", "offset": [49, 60]}], "hash": "5333b74063deb6c4a4a325602f5399a9", "id": 6}, {"samples": [{"hash": "c9F25YMDlYY", "uri": "/contracts/c9F25YMDlYY#field-survey", "label": "Aviation Project Consultant Agreement", "score": 35.6093292236, "published": true}], "snippet": "a. Perform field survey as required. The survey area is depicted on the attached Exhibit A and will consist of the following:\n1) Coordinate access to the project site with the Airport and the Sponsor.\na. When operating within the Air Operations Area (AOA), Consultant personnel shall comply with airfield safety regulations as described within FAA AC 150/5370-2G, Operational Safety on Airports During Construction(\u2587\u2587\u2587\u2587\u2587://\u2587\u2587\u2587.\u2587\u2587\u2587.\u2587\u2587\u2587/airports/resources/advisory_circulars/i ndex.cfm/go/document.current/documentnumber/150_5370-2).\nb. The Consultant shall have a radio capable of receiving communications on the Airport\u2019s Common Traffic Advisory Frequency (CTAF) 122.9.\nc. At a minimum, the Consultant shall have a flag and/or a flashing beacon mounted on all vehicles operating within the AOA. Requirements for each are described within FAA AC 150/5370-2G.\n2) The Consultant shall establish survey lath labeled \u201cPROPERTY CORNER\u201d along the southern, western, and northern extents of the survey limits where the limits meet the property corner. The Consultant may be required to research property interests to establish property corners.\n3) Establish survey baselines for improvement areas and set horizontal control points (CP-1 \u2013 CP-2) as shown on Exhibit A for use during the survey and construction. The horizontal control points shall be established on NAD 83 or better control. Horizontal control points CP-1 and CP-2 shall be established as depicted on Exhibit A (200\u2019 beyond the published runway threshold). All control points shall not extend above the adjacent pavement elevation. They shall be either flush or below the pavement surface.\n4) Establish vertical control at the site based upon U.S.G.S. NAVD 88 datum and set benchmark for use during construction within close proximity of the survey limits if one is not already located there.\n5) Obtain full cross section elevations along Runway 9-27 at 100\u2019 intervals. Each cross section will contain elevations at the centerline, edges of pavement, grade breaks, and midpoints between grade breaks with readings no greater than 25\u2019 apart. Corresponding ground elevations shall be obtained adjacent to each pavement edge survey location.\n6) Obtain full cross section elevations along the Runway 9 turnaround, Apron Connecting Taxiway, and Apron at 50\u2019 intervals. Each cross section will contain elevations at the centerline, edges of pavement, grade breaks, and midpoints between grade breaks with readings no greater than 25\u2019 apart. Corresponding ground elevations shall be obtained adjacent to each pavement edge survey location.\n7) Obtain pavement and ground elevations and topography within the depicted survey limits or at the individual call-out locations. Survey will contain elevations along centerline (marked and un-marked) of pavement, edges of pavement, ground adjacent to edges of pavement, grade breaks, and midpoints between grade breaks with readings no greater than 25\u2019 apart as described below. Survey will include location and elevation/approximate depth of existing utilities and other existing features and shall include:\n(1) Spot elevations\na. Earth to the nearest 0.10 ft. and pavement to the nearest 0.01 ft.\ni. Elevations at 100\u2019 intervals longitudinally and not exceeding 25\u2019 transversely for Runway 9-27\nii. Elevations at 50\u2019 intervals longitudinally and not exceeding 25\u2019 transversely for the Runway 9 turnaround, Apron Connecting Taxiway, and Apron.\niii. Elevations at features, terraces, and grade changes maximum 20\u2019 transverse.\niv. Elevations shall be taken along centerline (marked and un-marked) of pavement, corresponding edge of pavement, and corresponding ground immediately adjacent to edge of pavement\n(2) Visual and underground utilities within the survey limits \u2013 water, sewer, gas, electric, telephone, etc.\na. The Consultant shall be responsible for coordinating the marking of all utilities within the area by contacting Missouri 811 prior to completing the survey.\nb. Type, size, approximate depth, and location\nc. Manholes, handholes, meter pits, catch basins, inlets\ni. Size and location\nii. Top and invert elevations\n(3) Culverts \u2013 size, length, material, invert elevations\n(4) Fence \u2013 type, height, gate size, corner and end posts, braces\n(5) Buildings \u2013 building corner and mid-point elevations (building peak elevations are not required).\n(6) Airport Features \u2013fuel systems, wind cone, segmented circle, lights, guidance signs, navigational aids, ducts, cable markers, handholes, junction boxes, wind cone, underdrains, etc.\n(7) Trees/shrubbery \u2013 ground elevation and height.\nb. One (1) additional trip for acquiring additional survey points as needed by the Consultant. 200 0 400 Scale in Feet Missouri State Highway 37 PL Survey Primary Wind Cone and Segmented Circle PL Survey to FR 1090 Property Line Survey to Face of Hangar and Parallel to Hangar Face PL Survey to CASSVILLE, MISSOURI Property Line PL PL +/- 425' 200' PL PL PL PL PL PL PL 200' 1,000' PL PL PL PL PL PL PL PL PL PL PL PL PL Survey Limits Survey to Property Line. Do Not Extend Survey Beyond FR 1090. Survey to Property Line CASSVILLE MUNICIPAL AIRPORT (94K) Set Survey Lath to Establish Property Corners Along Southern, Western, and Northern Boundary of Survey Limits (Typ.) \u2587\u2587\u2587\u2587\u2587 \u2587\u2587\u2587\u2587\u2587\u2587\u2587 \u2587\u2587\u2587\u2587. Lenexa, KS 66219 P 816.945.5840 \u2587\u2587\u2587.\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587.\u2587\u2587\u2587 PROJECT NO. DRAWN BY DATE CHECKED BY DATE DESIGNED BY DATE REVISIONS DATE CASSVILLE MUNICIPAL AIRPORT (94K) CASSVILLE, MISSOURI GEOTECHNICAL INVESTIGATION SCOPE OF SERVICES The Consultant, in consideration of the payment as hereinafter specified on the part of the Sponsor, agrees to perform the geotechnical and pavement investigation services enumerated as follows:", "size": 1, "snippet_links": [{"key": "as-required", "type": "clause", "offset": [24, 35]}, {"key": "survey-area", "type": "definition", "offset": [41, 52]}, {"key": "exhibit-a", "type": "definition", "offset": [81, 90]}, {"key": "consist-of", "type": "clause", "offset": [100, 110]}, {"key": "access-to-the-project-site", "type": "clause", "offset": [140, 166]}, {"key": "the-sponsor", "type": "clause", "offset": [188, 199]}, {"key": "air-operations-area", "type": "definition", "offset": [230, 249]}, {"key": "consultant-personnel", "type": "definition", "offset": [257, 277]}, {"key": "comply-with", "type": "clause", "offset": [284, 295]}, {"key": "safety-regulations", "type": "clause", "offset": [305, 323]}, {"key": "operational-safety", "type": "definition", "offset": [364, 382]}, {"key": "during-construction", "type": "clause", "offset": [395, 414]}, {"key": "the-consultant-shall", "type": "clause", "offset": [535, 555]}, {"key": "capable-of", "type": "definition", "offset": [569, 579]}, {"key": "requirements-for", "type": "clause", "offset": [795, 811]}, {"key": "the-southern", "type": "clause", "offset": [936, 948]}, {"key": "the-property", "type": "clause", "offset": [1023, 1035]}, {"key": "property-interests", "type": "clause", "offset": [1087, 1105]}, {"key": "to-establish", "type": "definition", "offset": [1106, 1118]}, {"key": "property-corners", "type": "clause", "offset": [1119, 1135]}, {"key": "improvement-areas", "type": "definition", "offset": [1171, 1188]}, {"key": "control-points", "type": "clause", "offset": [1208, 1222]}, {"key": "as-shown", "type": "definition", "offset": [1237, 1245]}, {"key": "nad-83", "type": "definition", "offset": [1357, 1363]}, {"key": "vertical-control", "type": "clause", "offset": [1661, 1677]}, {"key": "the-site", "type": "clause", "offset": [1681, 1689]}, {"key": "navd-88", "type": "definition", "offset": [1710, 1717]}, {"key": "close-proximity", "type": "definition", "offset": [1777, 1792]}, {"key": "cross-section", "type": "definition", "offset": [1866, 1879]}, {"key": "adjacent-to", "type": "definition", "offset": [2149, 2160]}, {"key": "the-individual", "type": "clause", "offset": [2687, 2701]}, {"key": "existing-utilities", "type": "clause", "offset": [3036, 3054]}, {"key": "existing-features", "type": "clause", "offset": [3065, 3082]}, {"key": "grade-changes", "type": "clause", "offset": [3481, 3494]}, {"key": "immediately-adjacent", "type": "definition", "offset": [3659, 3679]}, {"key": "underground-utilities", "type": "definition", "offset": [3715, 3736]}, {"key": "responsible-for", "type": "clause", "offset": [3836, 3851]}, {"key": "all-utilities", "type": "clause", "offset": [3880, 3893]}, {"key": "the-area", "type": "clause", "offset": [3901, 3909]}, {"key": "prior-to", "type": "clause", "offset": [3937, 3945]}, {"key": "catch-basins", "type": "clause", "offset": [4052, 4064]}, {"key": "size-and-location", "type": "clause", "offset": [4076, 4093]}, {"key": "not-required", "type": "definition", "offset": [4334, 4346]}, {"key": "fuel-systems", "type": "clause", "offset": [4371, 4383]}, {"key": "navigational-aids", "type": "clause", "offset": [4438, 4455]}, {"key": "junction-boxes", "type": "clause", "offset": [4490, 4504]}, {"key": "ground-elevation", "type": "definition", "offset": [4557, 4573]}, {"key": "as-needed", "type": "definition", "offset": [4652, 4661]}, {"key": "by-the-consultant", "type": "clause", "offset": [4662, 4679]}, {"key": "state-highway", "type": "definition", "offset": [4714, 4727]}, {"key": "property-line", "type": "definition", "offset": [4801, 4814]}, {"key": "missouri-property", "type": "definition", "offset": [4892, 4909]}, {"key": "northern-boundary", "type": "clause", "offset": [5216, 5233]}, {"key": "project-no", "type": "clause", "offset": [5328, 5338]}, {"key": "checked-by", "type": "clause", "offset": [5354, 5364]}, {"key": "geotechnical-investigation", "type": "clause", "offset": [5456, 5482]}, {"key": "scope-of-services", "type": "clause", "offset": [5483, 5500]}, {"key": "the-payment", "type": "clause", "offset": [5537, 5548]}, {"key": "agrees-to", "type": "clause", "offset": [5602, 5611]}, {"key": "investigation-services", "type": "clause", "offset": [5650, 5672]}], "hash": "f63880df852d667ce5b2bf64d834e0e9", "id": 7}, {"samples": [{"hash": "lBPFyy96B8k", "uri": "/contracts/lBPFyy96B8k#field-survey", "label": "Preliminary Engineering Services Agreement", "score": 23.749332428, "published": true}], "snippet": "HLR will conduct a topographic survey of the project limits including the bridge, its approaches, the Nippersink Creek stream banks and adjoining land. The wetland boundaries will also be surveyed from the wetland delineations. The survey data will be in IL State Plane Coordinates East Zone NAD 83, and NAVD 88 vertical datum. We will establish accurate horizontal control points and benchmarks for use in construction.", "size": 1, "snippet_links": [{"key": "topographic-survey", "type": "clause", "offset": [19, 37]}, {"key": "project-limits", "type": "definition", "offset": [45, 59]}, {"key": "adjoining-land", "type": "clause", "offset": [136, 150]}, {"key": "wetland-delineations", "type": "clause", "offset": [206, 226]}, {"key": "survey-data", "type": "clause", "offset": [232, 243]}, {"key": "state-plane-coordinates", "type": "definition", "offset": [258, 281]}, {"key": "nad-83", "type": "definition", "offset": [292, 298]}, {"key": "navd-88", "type": "definition", "offset": [304, 311]}, {"key": "vertical-datum", "type": "definition", "offset": [312, 326]}, {"key": "control-points", "type": "clause", "offset": [366, 380]}], "hash": "a11b1085e0a8696906a906bd0f12a695", "id": 8}, {"samples": [{"hash": "86T3FYjXFJZ", "uri": "/contracts/86T3FYjXFJZ#field-survey", "label": "Engineering Design Phase Contract for Professional Services", "score": 26.5304985046, "published": true}], "snippet": "Based on the final scope determination, \u2587\u2587\u2587\u2587\u2587\u2587-\u2587\u2587\u2587\u2587\u2587\u2587 will subcontract with York Land Services, LLC for survey of project areas to be included in the Phase 2, Contract I separation project. It is expected that the survey will include: 1-foot contour topography, sill elevations of each home, property boundaries, locations of the front two corners of the homes/structures, above-grade features in the expected path of the new services, right-of-way boundary, existing easements, sidewalks, telephone/electric poles, hydrants, trees (over 3- inches in diameter), manholes (rim and inverts), catch basins and storm sewers (rim and inverts) and valve boxes and other, above-grade features.", "size": 1, "snippet_links": [{"key": "based-on", "type": "definition", "offset": [0, 8]}, {"key": "the-final", "type": "clause", "offset": [9, 18]}, {"key": "land-services", "type": "definition", "offset": [81, 94]}, {"key": "project-areas", "type": "definition", "offset": [114, 127]}, {"key": "phase-2", "type": "definition", "offset": [150, 157]}, {"key": "the-survey", "type": "clause", "offset": [210, 220]}, {"key": "property-boundaries", "type": "clause", "offset": [292, 311]}, {"key": "new-services", "type": "definition", "offset": [422, 434]}, {"key": "existing-easements", "type": "definition", "offset": [459, 477]}, {"key": "catch-basins", "type": "clause", "offset": [590, 602]}, {"key": "storm-sewers", "type": "clause", "offset": [607, 619]}, {"key": "valve-boxes", "type": "clause", "offset": [642, 653]}], "hash": "c9bbb9f1920f6b2f2344dd8c4ab19438", "id": 9}, {"samples": [{"hash": "bzCIj90kaLY", "uri": "/contracts/bzCIj90kaLY#field-survey", "label": "Services Procurement Contract", "score": 24.0061607361, "published": true}], "snippet": "a. Establish a representative sample and methodology for the survey, ensuring a variety of VTIs are included and taking into account:\ni. Geographical features: VTIs in North (Irbid, Mafraq,\u2026), Centre and South (Ma\u2019an region) should be represented. The Enabel PIU may give suggestions and share information on earlier visits to some institutions;\nii. Attention to inclusion: VTIs that offer training to women; VTIs that open training for Syrian refugees; VTIs that specifically target vulnerable youth;\niii. Training type and level: mainly VTI\u2019s that offer short-term trainings for semi-skilled work should be included;\niv. Key-data will be used as a baseline for capacity development activities;\nb. Based on the general information gathering, appraise the following areas of attention for capacity development, pre-identified by \u2587\u2587\u2587\u2587\u2587\u2587 during missions to Jordan:\ni. Governance structure and autonomy of decision-making of and service provision by the VTI;\nii. Overall leadership and management of the training institute towards more demand-driven, entrepreneurial and business-oriented approach , as well as how to write Action proposals and how to respond to calls for proposals;\niii. Integrating WBL in short-term trainings;\niv. Trainee outreach, awareness-raising, publicity and communication (VET promotion campaigns outreach, open days, exhibitions, including working on VET promotion with parents);\nv. Continued Professional Development (CPD) and training of trainers (ToT);\nvi. Monitoring and formative assessment/evaluation of skills acquisition by trainees;\nvii. Data collection and analysis, including training needs assessment, analysis of skills in demand, tracer studies;\nviii. Life skills and soft skills (e.g. client-orientedness);\nix. Inclusive training (youth, women and disadvantaged groups);\nx. Entrepreneurship training, including marketing and sales of products produced at the institute (as part of the training) as additional income;\nxi. Increased collaboration with the private sector in several areas: trainee outreach/recruitment, coaching, monitoring and assessment of trainees, analysis of skills demand, development and assessment of training in line with the needs of the labour market, job insertion and follow-up.\nxii. Occupational Health and Safety training.\nxiii. Monitoring and tracing,\nxiv. Coaching/mentoring and assessment of trainees in the workplace,\nxv. Post-training support\nc. Develop a list of any additional information to be collected on site, including training programmes, sample materials, access barriers for targeted beneficiary profiles;\nd. Develop the questionnaires (questionnaires for information collections as well as questionnaires for FGD or key-informant interviews), and finalize it after validation by the \u2587\u2587\u2587\u2587\u2587\u2587 \u2587\u2587\u2587;\ne. Undertake the field survey and analyse results;\nf. Present key-findings of survey to \u2587\u2587\u2587\u2587\u2587\u2587 \u2587\u2587\u2587 and selected stakeholders;\ng. 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