Active SLED Opportunity · COLORADO · TOWN OF DE BEQUE
AI Summary
Invitation to bid for construction and improvements at the Town of De Beque Water Treatment Plant in Colorado, including building expansion, equipment installation, site work, and system upgrades. Bids due May 20, 2026.
TOWN OF DE BEQUE WATER TREATMENT PLANT IMPROVEMENTS MESA COUNTY, COLORADO April 20, 2026 Sealed bids for the Town of De Beque’s (Town) Water Treatment Plant Improvements will be received BidNet Direct and at the De Beque Town Hall located at 381 Minter Avenue, De Beque, Colorado, until 3:00 p.m., May 20, 2026 at which time Bids will be digitally opened and posted via BidNet Direct Bidding Services. Bids may also be delivered to the Town’s offices through other delivery services if necessary. Bids should be addressed to the Town of De Beque, Attn: Caré McInnis, Town Manager. The project site is located at the Town’s Water Treatment Plant (WTP) at 452 45 Road, approximately 0.5 miles North of the Town of De Beque I-70 interchange. The construction for which bids are requested includes the following significant items: 1. Supply and construct a new 40’x48’ Pre-Engineered Metal Building (PEMB) expansion with concrete stem walls and interior/exterior slab on grade. 2. Site improvements, including clearing and grubbing, site grading, buried waterlines, buried gas service relocation, electrical service relocation and improvements, and power and control signals integration. 3. Installation of two (2) Owner-supplied 247 gpm fully automated skid-mounted ultramembrane filtration units and one (1) 30 gpm skid-mounted reclaim/recycle unit, including the main control panel and PLC. 4. Installation and assembly of Owner-supplied pumps, monitoring equipment, and auxiliary items provided by Filter Tech Systems. 5. Installation and assembly of Contractor-supplied interior piping, fittings, and auxiliary parts to connect all new treatment process equipment. 6. Installing Contractor-supplied valves piping valves, fittings, and pipe supports to connect new treatment skids and equipment. 7. Modifications to an existing subgrade concrete storage tank for repurposing into a backwash recovery tank. 8. Installation and assembly of one (1) Owner-supplied compressed air system to operate automated pneumatic equipment, including extension of contractor-supplied pneumatic tubing from control panels to remote air connections within the building. 9. Installation of one (1) Owner-supplied chemically enhanced backwash system with waste neutralization for three (3) ultra-membrane filter units that are fully automated. 10. Installation of a Owner-supplied skid-mounted ultra-violet (UV) disinfection system with a new liquid Sodium Hypochlorite residual chlorine feed system. 11. Miscellaneous demolition of existing structures and removal/decommissioning of the existing treatment facility equipment, including salvaging the operational microfiltration skid. 12. Modifications to existing interior/exterior process piping and accessory items, removal of unused conduit, modifications to interior concrete, and interior framing of new accessory rooms in the existing facility partition. 13. Installation of a new subgrade concrete decant structure at the backwash pond with a new 2-inch schedule 40 PVC force main, approximately 542 L.F., and connection to an existing discharge manhole at the wastewater treatment plant. 14. Clean and reshape the existing backwash pond, including pumping of standing water and hauling removed material to an approved location accepting said waste. 15. Electrical and mechanical system upgrades for existing and new building expansion. 16. Drain, clean, and refill the existing 350,000-gallon above-grade steel pre-settling tank and install a new owner-supplied Hexprotect Aqua floating cover system. 17. Install a new 1,000-gallon on-site concrete waste (sewer) holding tank and a new 2-inch SCH 40 PVC forcemain with connection to an existing 4-inch C900 PVC forcemain adjacent to the WTP site. 18. Installation of a new submersible raw water pump in the existing Colorado River intake structure includes wiring and piping modifications to accommodate a larger pump. An optional pre-bid meeting will be held at the De Beque Town Hall on Wednesday May 6, 2026 at 1:00 pm. The project is subject to the Colorado State Revolving Fund (SRF) loan program requirements as further described in the Contract Documents, including: 1) Davis-Bacon and Related Acts for Prevailing Wages. 2) American Iron and Steel. 3) National Term on Suspension and Debarment. 4) Equal Employment Opportunity and Affirmative Action Requirements on Federally Assisted Construction Contracts. 5) Williams-Steiger Occupational Safety and Health Act of 1970. 6) Discovery of Archeological and Other Historical Items. 7) Disadvantages Business Enterprise Program (DBE) Applicable for Contractors and Subcontractors applies to the project. 8) SRF Required Forms by Section This project is also subject to a SCG DBE requirement and must document the 6 good faith efforts in the outreach to DBEs for the requirement. The Plans and Specifications may be examined at the following locations: 1. Town of De Beque, 381 Minter Avenue, De Beque, Colorado Digital files of the Plans and Specifications are available for download at https://www.bidnetdirect.com/colorado/townofdebeque. If the bidder requires additional information, contact BidNet Vendor Support at 800-835-4603 anytime Monday-Friday from 8:00 am to 8:00 pm EST. File download and electronic bid submission will require registration for a free account. There is no charge for the digital files of the Plans and Specifications. Complete instructions regarding insurance, bonds, and bidding requirements are given in the Proposal. A bid security of 5% is required. The Owner reserves the right to waive any informalities in the bids and to reject any or all bids. Performance and Payment bonds (100%) are required on the Contract. Potential bidders can visit the site individually by notifying the Town directly at (970) 283-5475. FOR THE TOWN OF DE BEQUE BY: Caré McInnis, Town Manager **Project Type**: ITB - Invitation to Bid (Formal) **Source ID**: PU.AG.USA.2533934.C15418026 **Piggyback Contract**: No **Question Acceptance Deadline**: 05/14/2026 07:00 PM EDT **Questions are submitted online**: No **Bid Submission Type**: Electronic or Physical Bid Submission **Reference Number**: 0000421302 **Pricing**: In attached document **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | Yes | No | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Recommended | Event date: 05/06/2026 03:00 PM EDT | Location: Town Hall 381 Minter Avenue, De Beque, CO 81630 | Event Note: Pre-Bid Meeting (Optional) **Line Items**: | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next Below Grade Structures Next BGS-BELOW GRADE STRUCTURE Code Description UOM Qty BGS1 New Concrete Decant Structure Lump-Sum 1 BGS2 New 1,000 Gallon Waste Holding Tank (Sewer) Lump-Sum 1 BGS3 Below Grade Clearwell Reconfiguration Lump-Sum 1 Next B-BUILDING EXPANSION Code Description UOM Qty B1 Compacted Structural Fill Ton 170 B2 Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment Lump-Sum 1 B3 Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items Lump-Sum 1 B4 Building Finishes Lump-Sum 1 B5 Repair and Paint Existing Building Lump-Sum 1 B6 Gable Roof Entry Structure Lump-Sum 1 B7 Construct Existing Building Remodel Lump-Sum 1 Next PP-PROCESS PIPING Code Description UOM Qty PP1 2 Inch SCH 40 PVC Linear Foot/Feet 170 PP2 4 Inch SCH 40 PVC Linear Foot/Feet 187 PP3 6 Inch SCH 40 PVC Linear Foot/Feet 306 PP4 10 Inch SCH 40 PVC Linear Foot/Feet 153 PP5 10 Inch MJ Vertical 90° Bend Each 1 PP6 Compressed Air System Lump-Sum 1 PP7 Raw Waterline West Wall Connection Lump-Sum 1 Next ES-ELECTRICAL SYSTEMS Code Description UOM Qty ES1 Building Electrical Systems Lump-Sum 1 ES2 External Electric Systems Lump-Sum 1 Next MS-MECHANICAL SYSTEMS Code Description UOM Qty MS1 Mechanical System Lump-Sum 1 Next TE-TREATMENT EQUIPMENT AND INSTALLATION Code Description UOM Qty TE1 Disinfection and Chemical Handling Systems Lump-Sum 1 TE2 Install High Service Pumps with Contractor Supplied Accessory Fittings Lump-Sum 1 TE3 Install Submersible Pump at River Intake Lump-Sum 1 TE4 Install Owner Supplied Treatment Equipment Lump-Sum 1 TE5 Install Pre-Settling Tank Floating Cover Lump-Sum 1 Next R-RESTORATION Code Description UOM Qty R1 Class 6 Compacted Base (4 Inch) Ton 100 R2 Exterior 6 Inch Concrete on 12 Inches Compacted Base Course Square Foot/Feet 136 R3 Seeding/Grading Stabilization Lump-Sum 1 Next MO-MOBILIZATION Code Description UOM Qty MO1 Mobilization Lump-Sum 1 Next SW-SITE WORK Code Description UOM Qty SW1 Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation Lump-Sum 1 SW2 Clear and Grub Site Lump-Sum 1 SW3 Removal/Demolition of Existing Treatment Skids Lump-Sum 1 SW3 a) Removal Microfiltration Skid Lump-Sum 1 SW3 b) Removal and Disposal of Conventional Skid Lump-Sum 1 SW4 Remove Existing Unused/Abandoned Process Piping Lump-Sum 1 SW5 Remove Existing Electrical Conduit and Wiring Lump-Sum 1 SW6 Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification Lump-Sum 1 SW7 New Drain Pipe Interior Well and Connection Lump-Sum 1 SW8 New In Floor Spill Containment in Existng Floor Lump-Sum 1 SW9 Earthwork a) Unclassified Excavation (Includes Back Wash Pond) Cubic Yard 440 SW9 Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) Cubic Yard 350 SW10 SW10 Pipe Bollard Each 4 Next BP-BURRIED PIPING AND APPURTENANCES Code Description UOM Qty BP1 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection Linear Foot/Feet 20 BP2 MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee Each 2 BP2 MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling Each 1 BP3 MJ Fittings c) 8 Inch Vertical 90˚ Bend Each 2 BP3 Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main Linear Foot/Feet 38 BP3 Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation Linear Foot/Feet 170 BP3 Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain Linear Foot/Feet 532 BP4 Connection to Existing 4 Inch C900 Sewer Forcemain Lump-Sum 1 BP5 Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line Lump-Sum 1 BP6 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab Linear Foot/Feet 75 BP7 New Gas Service Relocation Linear Foot/Feet 170 | Next BGS-BELOW GRADE STRUCTURE Code Description UOM Qty BGS1 New Concrete Decant Structure Lump-Sum 1 BGS2 New 1,000 Gallon Waste Holding Tank (Sewer) Lump-Sum 1 BGS3 Below Grade Clearwell Reconfiguration Lump-Sum 1 | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | | Next B-BUILDING EXPANSION Code Description UOM Qty B1 Compacted Structural Fill Ton 170 B2 Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment Lump-Sum 1 B3 Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items Lump-Sum 1 B4 Building Finishes Lump-Sum 1 B5 Repair and Paint Existing Building Lump-Sum 1 B6 Gable Roof Entry Structure Lump-Sum 1 B7 Construct Existing Building Remodel Lump-Sum 1 | B1 | Compacted Structural Fill | Ton | 170 | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | B4 | Building Finishes | Lump-Sum | 1 | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | | Next PP-PROCESS PIPING Code Description UOM Qty PP1 2 Inch SCH 40 PVC Linear Foot/Feet 170 PP2 4 Inch SCH 40 PVC Linear Foot/Feet 187 PP3 6 Inch SCH 40 PVC Linear Foot/Feet 306 PP4 10 Inch SCH 40 PVC Linear Foot/Feet 153 PP5 10 Inch MJ Vertical 90° Bend Each 1 PP6 Compressed Air System Lump-Sum 1 PP7 Raw Waterline West Wall Connection Lump-Sum 1 | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | PP6 | Compressed Air System | Lump-Sum | 1 | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | | Next ES-ELECTRICAL SYSTEMS Code Description UOM Qty ES1 Building Electrical Systems Lump-Sum 1 ES2 External Electric Systems Lump-Sum 1 | ES1 | Building Electrical Systems | Lump-Sum | 1 | ES2 | External Electric Systems | Lump-Sum | 1 | | Next MS-MECHANICAL SYSTEMS Code Description UOM Qty MS1 Mechanical System Lump-Sum 1 | MS1 | Mechanical System | Lump-Sum | 1 | | Next TE-TREATMENT EQUIPMENT AND INSTALLATION Code Description UOM Qty TE1 Disinfection and Chemical Handling Systems Lump-Sum 1 TE2 Install High Service Pumps with Contractor Supplied Accessory Fittings Lump-Sum 1 TE3 Install Submersible Pump at River Intake Lump-Sum 1 TE4 Install Owner Supplied Treatment Equipment Lump-Sum 1 TE5 Install Pre-Settling Tank Floating Cover Lump-Sum 1 | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | | Next R-RESTORATION Code Description UOM Qty R1 Class 6 Compacted Base (4 Inch) Ton 100 R2 Exterior 6 Inch Concrete on 12 Inches Compacted Base Course Square Foot/Feet 136 R3 Seeding/Grading Stabilization Lump-Sum 1 | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | | Next MO-MOBILIZATION Code Description UOM Qty MO1 Mobilization Lump-Sum 1 | MO1 | Mobilization | Lump-Sum | 1 | | Next SW-SITE WORK Code Description UOM Qty SW1 Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation Lump-Sum 1 SW2 Clear and Grub Site Lump-Sum 1 SW3 Removal/Demolition of Existing Treatment Skids Lump-Sum 1 SW3 a) Removal Microfiltration Skid Lump-Sum 1 SW3 b) Removal and Disposal of Conventional Skid Lump-Sum 1 SW4 Remove Existing Unused/Abandoned Process Piping Lump-Sum 1 SW5 Remove Existing Electrical Conduit and Wiring Lump-Sum 1 SW6 Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification Lump-Sum 1 SW7 New Drain Pipe Interior Well and Connection Lump-Sum 1 SW8 New In Floor Spill Containment in Existng Floor Lump-Sum 1 SW9 Earthwork a) Unclassified Excavation (Includes Back Wash Pond) Cubic Yard 440 SW9 Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) Cubic Yard 350 SW10 SW10 Pipe Bollard Each 4 | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | SW2 | Clear and Grub Site | Lump-Sum | 1 | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | SW10 | SW10 Pipe Bollard | Each | 4 | | Next BP-BURRIED PIPING AND APPURTENANCES Code Description UOM Qty BP1 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection Linear Foot/Feet 20 BP2 MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee Each 2 BP2 MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling Each 1 BP3 MJ Fittings c) 8 Inch Vertical 90˚ Bend Each 2 BP3 Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main Linear Foot/Feet 38 BP3 Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation Linear Foot/Feet 170 BP3 Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain Linear Foot/Feet 532 BP4 Connection to Existing 4 Inch C900 Sewer Forcemain Lump-Sum 1 BP5 Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line Lump-Sum 1 BP6 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab Linear Foot/Feet 75 BP7 New Gas Service Relocation Linear Foot/Feet 170 | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 | | | | Next BGS-BELOW GRADE STRUCTURE Code Description UOM Qty BGS1 New Concrete Decant Structure Lump-Sum 1 BGS2 New 1,000 Gallon Waste Holding Tank (Sewer) Lump-Sum 1 BGS3 Below Grade Clearwell Reconfiguration Lump-Sum 1 | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | | | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | | Next B-BUILDING EXPANSION Code Description UOM Qty B1 Compacted Structural Fill Ton 170 B2 Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment Lump-Sum 1 B3 Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items Lump-Sum 1 B4 Building Finishes Lump-Sum 1 B5 Repair and Paint Existing Building Lump-Sum 1 B6 Gable Roof Entry Structure Lump-Sum 1 B7 Construct Existing Building Remodel Lump-Sum 1 | B1 | Compacted Structural Fill | Ton | 170 | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | B4 | Building Finishes | Lump-Sum | 1 | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | | | B1 | Compacted Structural Fill | Ton | 170 | | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | | B4 | Building Finishes | Lump-Sum | 1 | | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | | Next PP-PROCESS PIPING Code Description UOM Qty PP1 2 Inch SCH 40 PVC Linear Foot/Feet 170 PP2 4 Inch SCH 40 PVC Linear Foot/Feet 187 PP3 6 Inch SCH 40 PVC Linear Foot/Feet 306 PP4 10 Inch SCH 40 PVC Linear Foot/Feet 153 PP5 10 Inch MJ Vertical 90° Bend Each 1 PP6 Compressed Air System Lump-Sum 1 PP7 Raw Waterline West Wall Connection Lump-Sum 1 | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | PP6 | Compressed Air System | Lump-Sum | 1 | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | | | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | | PP6 | Compressed Air System | Lump-Sum | 1 | | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | | Next ES-ELECTRICAL SYSTEMS Code Description UOM Qty ES1 Building Electrical Systems Lump-Sum 1 ES2 External Electric Systems Lump-Sum 1 | ES1 | Building Electrical Systems | Lump-Sum | 1 | ES2 | External Electric Systems | Lump-Sum | 1 | | | ES1 | Building Electrical Systems | Lump-Sum | 1 | | ES2 | External Electric Systems | Lump-Sum | 1 | | Next MS-MECHANICAL SYSTEMS Code Description UOM Qty MS1 Mechanical System Lump-Sum 1 | MS1 | Mechanical System | Lump-Sum | 1 | | | MS1 | Mechanical System | Lump-Sum | 1 | | Next TE-TREATMENT EQUIPMENT AND INSTALLATION Code Description UOM Qty TE1 Disinfection and Chemical Handling Systems Lump-Sum 1 TE2 Install High Service Pumps with Contractor Supplied Accessory Fittings Lump-Sum 1 TE3 Install Submersible Pump at River Intake Lump-Sum 1 TE4 Install Owner Supplied Treatment Equipment Lump-Sum 1 TE5 Install Pre-Settling Tank Floating Cover Lump-Sum 1 | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | | | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | | Next R-RESTORATION Code Description UOM Qty R1 Class 6 Compacted Base (4 Inch) Ton 100 R2 Exterior 6 Inch Concrete on 12 Inches Compacted Base Course Square Foot/Feet 136 R3 Seeding/Grading Stabilization Lump-Sum 1 | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | | | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | | Next MO-MOBILIZATION Code Description UOM Qty MO1 Mobilization Lump-Sum 1 | MO1 | Mobilization | Lump-Sum | 1 | | | MO1 | Mobilization | Lump-Sum | 1 | | Next SW-SITE WORK Code Description UOM Qty SW1 Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation Lump-Sum 1 SW2 Clear and Grub Site Lump-Sum 1 SW3 Removal/Demolition of Existing Treatment Skids Lump-Sum 1 SW3 a) Removal Microfiltration Skid Lump-Sum 1 SW3 b) Removal and Disposal of Conventional Skid Lump-Sum 1 SW4 Remove Existing Unused/Abandoned Process Piping Lump-Sum 1 SW5 Remove Existing Electrical Conduit and Wiring Lump-Sum 1 SW6 Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification Lump-Sum 1 SW7 New Drain Pipe Interior Well and Connection Lump-Sum 1 SW8 New In Floor Spill Containment in Existng Floor Lump-Sum 1 SW9 Earthwork a) Unclassified Excavation (Includes Back Wash Pond) Cubic Yard 440 SW9 Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) Cubic Yard 350 SW10 SW10 Pipe Bollard Each 4 | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | SW2 | Clear and Grub Site | Lump-Sum | 1 | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | SW10 | SW10 Pipe Bollard | Each | 4 | | | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | | SW2 | Clear and Grub Site | Lump-Sum | 1 | | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | | SW10 | SW10 Pipe Bollard | Each | 4 | | Next BP-BURRIED PIPING AND APPURTENANCES Code Description UOM Qty BP1 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection Linear Foot/Feet 20 BP2 MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee Each 2 BP2 MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling Each 1 BP3 MJ Fittings c) 8 Inch Vertical 90˚ Bend Each 2 BP3 Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main Linear Foot/Feet 38 BP3 Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation Linear Foot/Feet 170 BP3 Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain Linear Foot/Feet 532 BP4 Connection to Existing 4 Inch C900 Sewer Forcemain Lump-Sum 1 BP5 Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line Lump-Sum 1 BP6 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab Linear Foot/Feet 75 BP7 New Gas Service Relocation Linear Foot/Feet 170 | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 | | | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 | **Line Items**: | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | Code | Description | UOM | Qty | |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Next BGS-BELOW GRADE STRUCTURE Code Description UOM Qty BGS1 New Concrete Decant Structure Lump-Sum 1 BGS2 New 1,000 Gallon Waste Holding Tank (Sewer) Lump-Sum 1 BGS3 Below Grade Clearwell Reconfiguration Lump-Sum 1 | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | | | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | | Next B-BUILDING EXPANSION Code Description UOM Qty B1 Compacted Structural Fill Ton 170 B2 Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment Lump-Sum 1 B3 Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items Lump-Sum 1 B4 Building Finishes Lump-Sum 1 B5 Repair and Paint Existing Building Lump-Sum 1 B6 Gable Roof Entry Structure Lump-Sum 1 B7 Construct Existing Building Remodel Lump-Sum 1 | B1 | Compacted Structural Fill | Ton | 170 | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | B4 | Building Finishes | Lump-Sum | 1 | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | | | B1 | Compacted Structural Fill | Ton | 170 | | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | | B4 | Building Finishes | Lump-Sum | 1 | | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | | Next PP-PROCESS PIPING Code Description UOM Qty PP1 2 Inch SCH 40 PVC Linear Foot/Feet 170 PP2 4 Inch SCH 40 PVC Linear Foot/Feet 187 PP3 6 Inch SCH 40 PVC Linear Foot/Feet 306 PP4 10 Inch SCH 40 PVC Linear Foot/Feet 153 PP5 10 Inch MJ Vertical 90° Bend Each 1 PP6 Compressed Air System Lump-Sum 1 PP7 Raw Waterline West Wall Connection Lump-Sum 1 | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | PP6 | Compressed Air System | Lump-Sum | 1 | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | | | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | | PP6 | Compressed Air System | Lump-Sum | 1 | | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | | Next ES-ELECTRICAL SYSTEMS Code Description UOM Qty ES1 Building Electrical Systems Lump-Sum 1 ES2 External Electric Systems Lump-Sum 1 | ES1 | Building Electrical Systems | Lump-Sum | 1 | ES2 | External Electric Systems | Lump-Sum | 1 | | | ES1 | Building Electrical Systems | Lump-Sum | 1 | | ES2 | External Electric Systems | Lump-Sum | 1 | | Next MS-MECHANICAL SYSTEMS Code Description UOM Qty MS1 Mechanical System Lump-Sum 1 | MS1 | Mechanical System | Lump-Sum | 1 | | | MS1 | Mechanical System | Lump-Sum | 1 | | Next TE-TREATMENT EQUIPMENT AND INSTALLATION Code Description UOM Qty TE1 Disinfection and Chemical Handling Systems Lump-Sum 1 TE2 Install High Service Pumps with Contractor Supplied Accessory Fittings Lump-Sum 1 TE3 Install Submersible Pump at River Intake Lump-Sum 1 TE4 Install Owner Supplied Treatment Equipment Lump-Sum 1 TE5 Install Pre-Settling Tank Floating Cover Lump-Sum 1 | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | | | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | | Next R-RESTORATION Code Description UOM Qty R1 Class 6 Compacted Base (4 Inch) Ton 100 R2 Exterior 6 Inch Concrete on 12 Inches Compacted Base Course Square Foot/Feet 136 R3 Seeding/Grading Stabilization Lump-Sum 1 | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | | | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | | Next MO-MOBILIZATION Code Description UOM Qty MO1 Mobilization Lump-Sum 1 | MO1 | Mobilization | Lump-Sum | 1 | | | MO1 | Mobilization | Lump-Sum | 1 | | Next SW-SITE WORK Code Description UOM Qty SW1 Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation Lump-Sum 1 SW2 Clear and Grub Site Lump-Sum 1 SW3 Removal/Demolition of Existing Treatment Skids Lump-Sum 1 SW3 a) Removal Microfiltration Skid Lump-Sum 1 SW3 b) Removal and Disposal of Conventional Skid Lump-Sum 1 SW4 Remove Existing Unused/Abandoned Process Piping Lump-Sum 1 SW5 Remove Existing Electrical Conduit and Wiring Lump-Sum 1 SW6 Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification Lump-Sum 1 SW7 New Drain Pipe Interior Well and Connection Lump-Sum 1 SW8 New In Floor Spill Containment in Existng Floor Lump-Sum 1 SW9 Earthwork a) Unclassified Excavation (Includes Back Wash Pond) Cubic Yard 440 SW9 Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) Cubic Yard 350 SW10 SW10 Pipe Bollard Each 4 | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | SW2 | Clear and Grub Site | Lump-Sum | 1 | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | SW10 | SW10 Pipe Bollard | Each | 4 | | | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | | SW2 | Clear and Grub Site | Lump-Sum | 1 | | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | | SW10 | SW10 Pipe Bollard | Each | 4 | | Next BP-BURRIED PIPING AND APPURTENANCES Code Description UOM Qty BP1 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection Linear Foot/Feet 20 BP2 MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee Each 2 BP2 MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling Each 1 BP3 MJ Fittings c) 8 Inch Vertical 90˚ Bend Each 2 BP3 Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) Linear Foot/Feet 75 BP3 Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main Linear Foot/Feet 38 BP3 Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation Linear Foot/Feet 170 BP3 Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain Linear Foot/Feet 532 BP4 Connection to Existing 4 Inch C900 Sewer Forcemain Lump-Sum 1 BP5 Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line Lump-Sum 1 BP6 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab Linear Foot/Feet 75 BP7 New Gas Service Relocation Linear Foot/Feet 170 | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 | | | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | BGS1 | New Concrete Decant Structure | Lump-Sum | 1 | | BGS2 | New 1,000 Gallon Waste Holding Tank (Sewer) | Lump-Sum | 1 | | BGS3 | Below Grade Clearwell Reconfiguration | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | B1 | Compacted Structural Fill | Ton | 170 | | B2 | Concrete Foundation, Slab w/Floor Drains, and Subgrade Concrete Spill Containment | Lump-Sum | 1 | | B3 | Provide and Construct Pre-Engineered Metal Building with Insulated Walls and Roof, Interior Wall Paneling, Doors, Connection to Existing Building, Interior/Exterior Trim, and Accessory Items | Lump-Sum | 1 | | B4 | Building Finishes | Lump-Sum | 1 | | B5 | Repair and Paint Existing Building | Lump-Sum | 1 | | B6 | Gable Roof Entry Structure | Lump-Sum | 1 | | B7 | Construct Existing Building Remodel | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | PP1 | 2 Inch SCH 40 PVC | Linear Foot/Feet | 170 | | PP2 | 4 Inch SCH 40 PVC | Linear Foot/Feet | 187 | | PP3 | 6 Inch SCH 40 PVC | Linear Foot/Feet | 306 | | PP4 | 10 Inch SCH 40 PVC | Linear Foot/Feet | 153 | | PP5 | 10 Inch MJ Vertical 90° Bend | Each | 1 | | PP6 | Compressed Air System | Lump-Sum | 1 | | PP7 | Raw Waterline West Wall Connection | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | ES1 | Building Electrical Systems | Lump-Sum | 1 | | ES2 | External Electric Systems | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | MS1 | Mechanical System | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | TE1 | Disinfection and Chemical Handling Systems | Lump-Sum | 1 | | TE2 | Install High Service Pumps with Contractor Supplied Accessory Fittings | Lump-Sum | 1 | | TE3 | Install Submersible Pump at River Intake | Lump-Sum | 1 | | TE4 | Install Owner Supplied Treatment Equipment | Lump-Sum | 1 | | TE5 | Install Pre-Settling Tank Floating Cover | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | R1 | Class 6 Compacted Base (4 Inch) | Ton | 100 | | R2 | Exterior 6 Inch Concrete on 12 Inches Compacted Base Course | Square Foot/Feet | 136 | | R3 | Seeding/Grading Stabilization | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | MO1 | Mobilization | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | SW1 | Demolition of Existing Concrete Slabs, Pipe Bollards, and Exterior Site Preparation | Lump-Sum | 1 | | SW2 | Clear and Grub Site | Lump-Sum | 1 | | SW3 | Removal/Demolition of Existing Treatment Skids | Lump-Sum | 1 | | SW3 | a) Removal Microfiltration Skid | Lump-Sum | 1 | | SW3 | b) Removal and Disposal of Conventional Skid | Lump-Sum | 1 | | SW4 | Remove Existing Unused/Abandoned Process Piping | Lump-Sum | 1 | | SW5 | Remove Existing Electrical Conduit and Wiring | Lump-Sum | 1 | | SW6 | Abandonment of Exist. Interior Conc. Pipe Trench with Floor Drain Modification | Lump-Sum | 1 | | SW7 | New Drain Pipe Interior Well and Connection | Lump-Sum | 1 | | SW8 | New In Floor Spill Containment in Existng Floor | Lump-Sum | 1 | | SW9 | Earthwork a) Unclassified Excavation (Includes Back Wash Pond) | Cubic Yard | 440 | | SW9 | Earthwork b) Compacted Fill (Does not Include Foundation Imported Structural Fill) | Cubic Yard | 350 | | SW10 | SW10 Pipe Bollard | Each | 4 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | BP1 | 8 Inch AWWA C900 Class 200 PVC Waterline a) 8 Inch Filtered Waterline to Existing Distribution Connection | Linear Foot/Feet | 20 | | BP2 | MJ Fittings a) 8 x 8 x 8 Inch Horizontal Tee | Each | 2 | | BP2 | MJ Fittings b) 8 Inch Solid Sleeve or Hymax Coupling | Each | 1 | | BP3 | MJ Fittings c) 8 Inch Vertical 90˚ Bend | Each | 2 | | BP3 | Sch 40 PVC (includes Fittings) a) 1 Inch SCH 40 PVC (To Existing Building Remodel) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) b) 2 Inch SCH 40 PVC (Water Service) | Linear Foot/Feet | 75 | | BP3 | Sch 40 PVC (includes Fittings) c) 2 Inch SCH 40 PVC Bathroom Force Main | Linear Foot/Feet | 38 | | BP3 | Sch 40 PVC (includes Fittings) d) 1 Inch SCH 40 PVC Water Service Relocation | Linear Foot/Feet | 170 | | BP3 | Sch 40 PVC (includes Fittins) 2 Inch Sch 40 PVC Decant Forcemain | Linear Foot/Feet | 532 | | BP4 | Connection to Existing 4 Inch C900 Sewer Forcemain | Lump-Sum | 1 | | BP5 | Connection to Existing 8 Inch Asbestos Concrete Water Distribution Line | Lump-Sum | 1 | | BP6 | 6 Inch Schedule 40 PVC Floor Drain Trench Outlet Pipes Beneath New Floor Slab | Linear Foot/Feet | 75 | | BP7 | New Gas Service Relocation | Linear Foot/Feet | 170 |
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