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USA | ME | TOGUS:VETERANS AFFAIRS, DEPARTMENT OF- VETERANS AFFAIRS, DEPARTMENT OF- 241- NETWORK CONTRACT OFFICE 01 ( 36C241)

Z2DZ-- ****- 10- 316 Upgrade VISN 1 Laundry Building 45 Brockton FY25 Project ( VA- 25- ****) - INTRODUCTION Network Contracting Office 1 ( NCO 1), supporting VA New England Healthcare System ( VISN 1) and the VA Boston Healthcare System ( HCS) is seeking potential sources for an upcoming requirement as described in the attached statement of work

Concrete, Pavement, and Soils Materials Technician with 2 years experience for the appropriate area.
(. . . ) Boston HCS in Brockton, MA, requires a contractor to all labor, equipment, materials and supervision for the renovation and improvements of the VISN 1 Laundry, Building 45 for Veterans Affairs Medical Center, Brockton, Massachusetts in accordance wi (. . . )
Documents

USA | CA | SAN FRANCISCO COUNTY | SAN FRANCISCO | 94101 :GENERAL SERVICES ADMINISTRATION- PUBLIC BUILDINGS SERVICE- PBS R9 AMD CAPITAL PROJECTS

Multiple Award IDIQ Contract for Architect Engineer Services, GSA Region 9 ( AZ, NV, CA, HI) - AMENDMENT 1 - 10/18/2024 Amendment 1 issued 10/18/24 to incorporate the following: Responses to Questions; Revisions to initial Synopsis/Soliciaition Notice; Response date extension to 11/12/24, 4PM. The Amendment is provided

(. . . ) program/project management, conceptual designs, plans and specifications, value engineering, construction phase services, soils engineering, drawing reviews, architectural photography, preparation of operating and maintenance manuals, and other re (. . . )
Comprehensive design services including the preparation of construction documents for repair and alteration, and tenant improvement projects.
(. . . ) Change Management and/or Historic Preservation; highlight achievements in resolution of technical issues such as ABAAS improvements, security design and energy projects.
Documents

USA | NY | SCHENECTADY COUNTY | SCHENECTADY | 12305 :SCHENECTADY COUNTY - VA

Schenectady County Public Works Garage Building and Sign Shop Project - The County of Schenectady will be accepting bids for the construction of a pre- engineered metal garage and sign shop structure. The work will include the complete removal of the existing sign shop structure, soil improvements of the site to adequately support the structure and the completion of the Building which will house County vehicles, storage and work shop area for making signs. The proposed project is located at the Schenectady

The work will include the complete removal of the existing signshop structure, soil improvements of the site to adequately support the structure and thecompletion of the Building which will house County v (. . . )
The work will include the complete removal of the existing signshop structure, soil improvements of the site to adequately support the structure and thecompletion of the Building which will house County vehicl (. . . )
Documents

USA | CA | RIVERSIDE COUNTY | PERRIS | 92570 :City of Perris

The Morgan Park 2. 1 Improvements include site demolition, clearing and grubbing, earthwork and grading, sitedrainage, extending an existing 26' wide park access road, with a round- a- bout, solar access road lights and apedestrian crosswalk with crosswalk warning lights. Installation of electrical vehicle charging station unit. Asphaltand concrete paving, concrete form work, concrete reinforcement, cast - in- place concrete, caulking and moistureprotection. Expanding an existing parking lot with solar ligh
Lot 1: Maintenance Buidling Improvements - Mobilization - Demolition - Remove Existing Vegetation to a 2" Depth - Demolition - Rip Area to a 12" Depth - Demolition - Saw Cut Existing Concrete or Asphalt - Demolition - Remove Existing Concrete Curb, Gutter and Concrete Walk - Demolition - Remove Existing Asphalt and Base - Demolition - Remove Existing Tree and Root Ball - Demolition - Remove Existing Catch Basins and Drain Lines Noted on Demolition Plan - Demolition - Remove Existing Irrigation, Identify and Cap Systems to be Reused - Demolition - Remove Existing DG Path and Concrete Mow Curbs - Demolition - Remove Existing Chain Link Fence and Footings - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Sit Grading - Over Excavate and Compact for Preferred Modular Building Footing - Site Drainage - SDR- 35 Bell End Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - 24" x7" Reinforced Concrete Swale - Site Improvements - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvements - Type A1- 150( 6") Concrete Curb - Site Improvements - 3" Thick Asphalt Over 4" Compacted Aggregate Base - Site Improvements - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvements - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvements - APWA 6&# 039; Tall 8" x8" x16" CMU Masonry Perimeter Wall - Site Improvements - 6" Reinforced Concrete Retaining Curb - Site Improvements - 6&# 039; Chain Link Fence in12" x6" Reinforced Concrete Mow Curb - Site Improvements - 12&# 039; Wide Galvanized Chain Link Maintenance Gate - Site Improvements - Automated Electric Vehicle Access Gate with Control and Communication Equipment - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Prefabricated Building - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Future Building - Site Improvements - New 1" Copper Water Line and Backflow from Existing Utility to Prefabric
Lot 2: Access Road Improvements - Mobilization - Demolition - Remove Existing Vegetation to a 2" Depth - Demolition - Rip Area to a 12" Depth - Demolition - Saw Cut Existing Asphalt - Demolition - Remove Existing Concrete Curb - Demolition - Remove Existing Asphalt and Base - Demolition - Remove Existing Tree and Root Ball - Demolition - Remove Existing Irrigation, Identify and Cap Systems to be Reused - Demolition - Remove Existing Chain Link Fence and Footings - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Site Drainage - SDR- 35 Bell end Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - Concrete Rip Rap Drainage Outlet - Site Drainage - 8&# 039; x8&# 039; x4&# 039; With 3/4" Crushed Rock Cistern with Catch Basin and Mirifi Fabric - Site Improvements - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvements - Type A1- 150( 6") Concrete Curb - Site Improvements - Modify Existing Irrigation for New Improvements - Site Improvements - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvements - 6" Thick Concrete Drive Apron for Heavy Vehicle Access - Site Improvements - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvements - 6&# 039; Galvanized Chain Link Fence in 12" x6" Reinforced Concrete Mow Curb - Site Improvements - 6" Reinforced Concrete Retaining Curb - Site Improvements - 12&# 039; Wide Galvanized Chain Link SCE Vehicle Access Gate - Site Improvements - 10&# 039; Wide Galvanized Chain Link Maintenance Gate - Site Improvements - Sports Themed Art Pieces in Roundabout - Site Improvements - Solar Powered Pedestrian Crosswalk Signs and System Controls - Site Improvements - Removable Bollards - Site Improvements - Paint Access Road Striping and Crosswalk Striping - Site Improvements - All " No Parking" and One Way Street Signs - Site Improvements - Paint Red Curbs - Site Improvements - SWPP Compliance - Site Landscape - All Soil Amendments - Site Landscape - New Lands
Lot 3: Parking Lot Improvements - Mobilization - Site Demolition - Remove Existing Vegetation to a 2" Depth - Site Demolition - Rip Area to a 12" Depth - Site Demolition - Saw Cut Existing Concrete or Asphalt - Site Demolition - Remove Existing Concrete Curb, Gutter and Sidewalk - Site Demolition - Remove Existing Asphalt and Base - Site Demolition - Remove Existing Solar Light Pole and Footing - Site Demolition - Remove Existing Chain Link Fence and Footing - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Site Grading - Bioswale and Drainage Area - Site Drainage - SDR- 35 Bell End Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - 8&# 039; x8&# 039; x4&# 039; With 3/4" Crushed Rock Cistern with Catch Basin and Mirifi Fabric - Site Drainage - 24" x7" Reinforced Concrete Swale - Site Improvement - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvement - Type A1- 150( 6") Concrete Curb - Site Improvement - 3" Thick Asphalt Over 4" Compacted Aggregate Base - Site Improvement - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvement - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvement - Accessible Ramp with Handrails - Site Improvement - 6&# 039; Galvanized Chain Link Fence in 12" x6" Reinforced Concrete Mow Curb - Site Improvement - 6" Reinforced Concrete Retaining Curb - Site Improvements - All Parking Lot Entry, Accessible Parking and Electric Vehicle Parking Signs and Installation - Site Improvement - All " No Parking" Signs - Site Improvement - Paint All Parking Stalls - Site Improvement - Paint Vehicle Stop Sign - Site Improvements - Paint Red Curbs - Site Improvements - Parking Stall Wheel Stop - Site Improvements - Relocate Existing Solar Light Pole - Site Improvements - Masonry Trash Enclosure - Site Improvements - SWPPP Compliance - Site Landscape - All Soil Amendments - Site Landscape - New Landscape Plant Material - Site Landscape - New Irrigation Systems - Sit
Documents

USA | AL | MOBILE COUNTY | MOBILE:CITY OF MOBILE - AL

Hillsdale Community Center - Mechanical Improvements ( Re- Bid)

(. . . ) conduct construction in ways that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.
IMPROVEMENTS 558 Felhorn Rd E, Mobile, AL **** Project **** Thursday, October 24, 2024 City of Mobile Architectural Engin (. . . )
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