Common use of Contract Documents and Technical Specification Clause in Contracts

Contract Documents and Technical Specification. Xxxxxx will prepare draft contract documents and technical specifications in a manner consistent with the regulations and standards set forth by the funding agencies anticipated for construction, (i.e. FAA and City of Pueblo). Contract documents shall include all bidding requirements, Federal General Provisions that control the work of the Contractor, Federal Special Provisions specific to this project, Federal Wage Rates, Buy American Provisions, City of Pueblo Special Provisions, and Federal Technical Specifications for the materials with measurement and payment controlled on a unit price basis. The Technical Specifications will be consistent with the latest, available version of FAA AC 150/5370‐10. Technical Specifications will include the following (at a minimum):  C‐100 Contractor Quality Control Program     C‐102 C‐105 P‐151 P‐152 Temporary Air and Water Pollution, Soil Erosion and Siltation Control Mobilization Clearing and Grubbing Excavation and Embankment  P‐153 Controlled Low‐Strength Material (CLSM)  F‐161 Wire Fence with Steel Posts (Class C and D Fence)  F‐162 Chain‐Link Fence  F‐163 Wildlife Deterrent Fence Skirt  F‐164 Wildlife Exclusion Fence  D‐701 Pipe for Storm Drains and Culverts  D‐751 Manholes, Catch Basins, Inlets and Inspection Holes  D‐752 Concrete Culverts, Headwalls, and Miscellaneous Drainage Structures  D‐754 Concrete Gutters, Ditches, and Flumes  T‐901 Seeding  T‐908 Mulching c) 75% Quantities and Engineer’s OPCC: Xxxxxx will develop a 75% OPCC based on the 75% construction plans and technical specifications. As previously stated, the unit pricing for each line item will be based on recent bid tabulations from comparative projects, locations, materials, and quantities available at that time.

Contract Documents and Technical Specification. Xxxxxx will prepare draft contract documents and technical specifications in a manner consistent with the regulations and standards set forth by the funding agencies anticipated for construction, (i.e. FAA and City of Pueblo). Contract documents shall include all bidding requirements, Federal General Provisions that control the work of the Contractor, Federal Special Provisions specific to this project, Federal Wage Rates, Buy American Provisions, City of Pueblo Special Provisions, and Federal Technical Specifications for the materials with measurement and payment controlled on a unit price basis. The Technical Specifications will be consistent with the latest, available version of FAA AC 150/5370‐10. Technical Specifications will include the following (at a minimum):  • C‐100 Contractor Quality Control Program     • C‐102 C‐105 P‐151 P‐152 Temporary Air and Water Pollution, Soil Erosion and Siltation Control • C‐105 Mobilization • P‐151 Clearing and Grubbing • P‐152 Excavation and Embankment  • P‐153 Controlled Low‐Strength Material (CLSM)  • F‐161 Wire Fence with Steel Posts (Class C and D Fence)  • F‐162 Chain‐Link Fence  • F‐163 Wildlife Deterrent Fence Skirt  • F‐164 Wildlife Exclusion Fence  • D‐701 Pipe for Storm Drains and Culverts  • D‐751 Manholes, Catch Basins, Inlets and Inspection Holes  • D‐752 Concrete Culverts, Headwalls, and Miscellaneous Drainage Structures  • D‐754 Concrete Gutters, Ditches, and Flumes  • T‐901 Seeding  • T‐908 Mulching c) 75% Quantities and Engineer’s OPCC: Xxxxxx will develop a 75% OPCC based on the 75% construction plans and technical specifications. As previously stated, the unit pricing for each line item will be based on recent bid tabulations from comparative projects, locations, materials, and quantities available at that time.

Contract Documents and Technical Specification. Xxxxxx will prepare The draft contract documents and technical specifications will be developed by the Engineer in a manner consistent with the regulations and standards set forth by the funding agencies anticipated for construction, (i.e. FAA and City of Pueblo). Contract documents shall include all bidding requirements, Federal General Provisions that control the work of the Contractor, Federal Special Provisions specific to this project, Federal Wage Rates, Buy American Provisions, City of Pueblo Special Provisions, and Federal Technical Specifications for the materials with measurement and payment controlled on a unit price basis. The Technical Specifications will be consistent with the latest, available version of FAA AC 150/5370‐10150/5370-10. Technical Specifications will include the following (at a minimum):  C‐100 C-100 Contractor Quality Control Program     C‐102 C‐105 P‐151 P‐152 C-102 Temporary Air and Water Pollution, Soil Erosion and Siltation Control  C-105 Mobilization Clearing and Grubbing  C-110 Method of Estimating Percent Within Specification Limits  P-101 Preparation/Removal of Existing Pavement  P-152 Excavation and Embankment  P‐153 P-153 Controlled Low‐Strength Low-Strength Material (CLSM)  F‐161 Wire Fence with Steel Posts X-000 Xxxxxxx Xxxxxx  X-000 Lime-Treated Subgrade  P-209 Crushed Aggregate Base Course  P-401 Hot Mix Asphalt (Class C and D FenceHMA) Pavements  F‐162 Chain‐Link Fence X-000 Xxxxxxxxxx Xxxx Xxxx  F‐163 Wildlife Deterrent Fence Skirt X-000 Emulsified Asphalt Seal Coat  F‐164 Wildlife Exclusion Fence P-610 Structural Portland Cement Concrete  D‐701 X-000 Xxxxxxxx Xxxxxxxx Xxxxxxx  X-000 Pipe for Storm Drains and Culverts  D‐751 D-705 Pipe for Underdrains for Airports  D-751 Manholes, Catch Basins, Inlets and Inspection Holes  D‐752 D-752 Concrete Culverts, Headwalls, and Miscellaneous Drainage Structures  D‐754 Concrete Gutters, Ditches, and Flumes X-000 Xxxxxxx  T‐901 Seeding  T‐908 X-000 Mulching c) 75% Quantities and Engineer’s OPCCDesign Report: Xxxxxx will develop a 75% OPCC based on the 75% engineer’s design report shall be prepared in accordance with the Standard Handout for Engineer’s Design Report-620-04. The Preliminary Report shall provide design criteria and standards anticipated to be used in developing the construction documents (i.e. plans and technical specifications). As previously stated, The Preliminary Report shall document the unit pricing for each line item will be based on recent bid tabulations from comparative projects, locations, materials, upfront investigative results such as geotechnical investigations. The report shall cover the following (at a minimum):  Project Scope of Work  Photographs of the Project Site  List of anticipated and quantities available at that time.applicable Design Standard (FAA AC 150/5300-13)  Environmental Actions and Determinations (see CATEX Section 3.e in this document)  Geotechnical (Soils and Grading)  Drainage Design  Pavement Design  Pavement Markings (FAA AC 150/5340)  Airfield Signage (FAA AC 150/5340)  Airfield Lighting (FAA AC 150/5340)  FAA Owned Facilities (as applicable)  Non-AIP Work (as applicable)  Engineer’s Cost Estimate (i.e. Total Project and Construction Cost)  DBE Participation  Construction Safety and Phasing  Miscellaneous Work Items  Pre-Design Meeting Minutes  Reference Documents (i.e. applicable FAA Advisory Circulars)  Modification of Standards

Contract Documents and Technical Specification. Xxxxxx will prepare The draft contract documents and technical specifications will be developed by the Engineer in a manner consistent with the regulations and standards set forth by the funding agencies anticipated for construction, (i.e. FAA and City of Pueblo). Contract documents shall include all bidding requirements, Federal General Provisions that control the work of the Contractor, Federal Special Provisions specific to this project, Federal Wage Rates, Buy American Provisions, City of Pueblo Special Provisions, and Federal Technical Specifications for the materials with measurement and payment controlled on a unit price basis. The Technical Specifications will be consistent with the latest, available version of FAA AC 150/5370‐10150/5370-10. Technical Specifications will include the following (at a minimum):  C‐100 • C-100 Contractor Quality Control Program     C‐102 C‐105 P‐151 P‐152 • C-102 Temporary Air and Water Pollution, Soil Erosion and Siltation Control • C-105 Mobilization Clearing and Grubbing • C-110 Method of Estimating Percent Within Specification Limits • P-101 Preparation/Removal of Existing Pavement • P-152 Excavation and Embankment  P‐153 • P-153 Controlled Low‐Strength Low-Strength Material (CLSM)  F‐161 Wire Fence with Steel Posts • P-154 Subbase Course • P-155 Lime-Treated Subgrade • P-209 Crushed Aggregate Base Course • P-401 Hot Mix Asphalt (Class C and D FenceHMA)  F‐162 Chain‐Link Fence  F‐163 Wildlife Deterrent Fence Skirt  F‐164 Wildlife Exclusion Fence  D‐701 Pavements • P-603 Bituminous Tack Coat • P-608 Emulsified Asphalt Seal Coat • P-610 Structural Portland Cement Concrete • P-620 Airfield Pavement Marking • D-701 Pipe for Storm Drains and Culverts  D‐751 • D-705 Pipe for Underdrains for Airports • D-751 Manholes, Catch Basins, Inlets and Inspection Holes  D‐752 • D-752 Concrete Culverts, Headwalls, and Miscellaneous Drainage Structures  D‐754 Concrete Gutters, Ditches, and Flumes  T‐901 • T-901 Seeding  T‐908 • T-908 Mulching c) 75% Quantities and Engineer’s OPCCDesign Report: Xxxxxx will develop a 75% OPCC based on the 75% engineer’s design report shall be prepared in accordance with the Standard Handout for Engineer’s Design Report-620-04. The Preliminary Report shall provide design criteria and standards anticipated to be used in developing the construction documents (i.e. plans and technical specifications). As previously stated, The Preliminary Report shall document the unit pricing for each line item will be based on recent bid tabulations from comparative projects, locations, materials, upfront investigative results such as geotechnical investigations. The report shall cover the following (at a minimum): • Project Scope of Work • Photographs of the Project Site • List of anticipated and quantities available at that time.applicable Design Standard (FAA AC 150/5300-13) • Environmental Actions and Determinations (see CATEX Section 3.e in this document) • Geotechnical (Soils and Grading) • Drainage Design • Pavement Design • Pavement Markings (FAA AC 150/5340) • Airfield Signage (FAA AC 150/5340) • Airfield Lighting (FAA AC 150/5340) • FAA Owned Facilities (as applicable) • Non-AIP Work (as applicable) • Engineer’s Cost Estimate (i.e. Total Project and Construction Cost) • DBE Participation • Construction Safety and Phasing • Miscellaneous Work Items • Pre-Design Meeting Minutes • Reference Documents (i.e. applicable FAA Advisory Circulars) • Modification of Standards