CKL Approach Wall and Decommissioning_ 03282025.xlsx
XLSX spreadsheet 261 KB Posted
- Attached to
- Chickamauga Lock Replacement Approach Wall and Decommissioning Federal contract opportunity
- Solicitation number
- W912P525RA001
About this file
This file is a comprehensive Price Schedule for the Chickamauga Lock Replacement Approach Wall and Decommissioning project, detailing a federal construction contract with a base contract and three optional pricing schedules. The contract, solicited by the U.S. Army Corps of Engineers Nashville District, involves constructing downstream lock approach walls, decommissioning the existing lock, wet commissioning of the lock chamber, and site restoration activities in Chattanooga, Tennessee. The project scope includes building two 30-foot diameter mooring cells, installing pre-cast concrete beams fabricated in 2012, plugging portions of the existing lock chamber with concrete, and removing miscellaneous equipment and buildings.
The procurement is a full and open/unrestricted contract with an estimated price range between $250,000,000 and $500,000,000, classified under NAICS code 237990 with a $45,000,000 size standard. The contract is subject to Project Labor Agreement requirements and anticipated to be awarded in the Fourth Quarter of Fiscal Year 2025. A mandatory pre-proposal site visit is scheduled for February 20, 2025, with strict attendance limitations (four persons per business entity) and specific personal protective equipment requirements. Proposals must be submitted through the PIEE Solicitation Module, with primary contract communication managed by Contract Specialist Andrew Roth.
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Text version
Base Price Schedule
| PRICE SCHEDULE | ||||||
| Approach Wall and Lock Decommissioning | ||||||
| Chickamauga Lock Replacement | ||||||
| Ready to Advertise (RTA) | ||||||
| New AWD Price Sheet | ||||||
| Base Contract | ||||||
| BID ITEM | DESCRIPTION | SPECIFICATION NUMBER | EST. QTY. | UNIT | UNIT | |
| PRICE | ESTIMATED |
AMOUNT
| 01 | Div 01 GENERAL REQUIREMENTS | |||||
| 00-A001 | Formal Partnering Meeting | 01 00 00 | 1 | JB | $ | $ |
| 00-A002 | Mobilization and Demobilization | 01 22 00 | 1 | JB | $ | $ |
| 00-A003 | Premiums for Performance and Payment Bonds | 01 22 00 | 1 | JB | $ | $ |
| 00-A004 | Railroad Flagman | 01 22 00 | 6 | DAY | $ | $ |
| 00-A005 | Data Management | 01 31 00 | 1 | JB | $ | $ |
| 00-A006 | Maintenance and Protection of Traffic | 01 50 00 | 1 | JB | $ | $ |
| 00-A007 | Maintain QA Testing Lab and QA Field Office | 01 50 00 | 36 | MO | $ | $ |
| 00-A008 | Diversion and Care of Water | 01 57 24 | 1 | JB | $ | $ |
| 00-A009 | As-Built Drawings | 01 78 00 | 1 | JB | $ | $ |
| 00-A010 | Commissioning | 01 91 13 | 1 | JB | $ | $ |
| 00-A011 | Commissioning - Performance Verification Testing | 01 91 13 | 1 | JB | $ | $ |
| 00-A012 | Commissioning - Post Construction Endurance Testing | 01 91 13 | 1 | JB | $ | $ |
| 02 | Div 02 EXISTING CONDITIONS | |||||
| 00-B001 | Overburden Drilling | 02 32 00 | 200 | LF | $ | $ |
| 00-B002 | Overburden Drilling - OVER 200 LF | 02 32 00 | 100 | LF | $ | $ |
| 00-B003 | Overburden - Split Spoon Sampling | 02 32 00 | 135 | EA | $ | $ |
| 00-B004 | Verification Core Drilling, Vertical Holes HQ | 02 32 00 | 72 | LF | $ | $ |
| 00-B005 | Core Drilling, Vertical Holes | 02 32 00 | 125 | LF | $ | $ |
| 00-B006 | Lab Testing- Direct Shear | 02 32 00 | 20 | EA | $ | $ |
| 00-B007 | Downhole Imaging | 02 32 00 | 290 | LF | $ | $ |
| 00-B008 | Downhole Imaging - OVER 290 LF | 02 32 00 | 100 | LF | $ | $ |
| 00-B009 | Segmental Cofferdam Modifications - Standard Light and Fixture Removal, and instrumentation | 02 41 13 and 02 41 17 | 1 | JB | $ | $ |
| 00-B010 | Demolition of Spillway Deck and Piers | 02 41 17 | 1 | JB | $ | $ |
| 00-B011 | Demolition and Disposal of Spillway Gate Set - Bay 5 | 02 41 17 | 1 | EA | $ | $ |
| 00-B012 | Removal of Spillway Gate Sets (4) and Disposal of Gate Sets (2) to Include Salvaging Components | 02 41 17 | 4 | EA | $ | $ |
| 00-B013 | Cofferdam Removal - Phase 1 (Drawing 61W510-11) | 02 41 18 | 1 | JB | $ | $ |
| 00-B014 | Downstream Cofferdam Stability Berm Removal and Downstream approach material removal | 02 41 18 | 1 | JB | $ | $ |
| 00-B015 | Watertightness Testing of Rock Prior to Excavation for Thrust Block | 02 32 00 | 1 | JB | $ | $ |
| 03 | Div 03 CONCRETE | ||||||
| 00-C001 | Waterstop | 03 15 14 | 1 | JB | $ | $ | |
| 00-C002 | Reinforcing Steel - Material | 03 20 02 | 100 | Ton | $ | $ | |
| 00-C003 | Place Rebar | 03 20 02 | 100 | Ton | $ | $ | |
| 00-C004 | Drill and Grout #11 Dowels; Monolith M1 Second Placement | 03 20 02 | 25 | EA | $ | $ | |
| 00-C005 | Cement, Type II, MH - Low Alkali and Moderate Heat | 03 30 01 | 1200 | Ton | $ | $ | |
| 00-C006 | Class F Fly Ash | 03 30 01 | 900 | Ton | $ | $ | |
| 00-C007 | Tremie Concrete (5ksi) | 03 31 07 | 2000 | CY | $ | $ | |
| 00-C008 | Downstream Government Directed Additional Tremie Concrete | 03 31 07 | 35 | CY | $ | $ | |
| 00-C009 | Downstream Install Precast Beams and Appurtenances - Riverside Wall | 03 41 34 | 1 | JB | $ | $ | |
| 00-C010 | Upstream Install Precast Beams and Appurtenances | 03 41 34 | 1 | JB | $ | $ | |
| 00-C011 | Upstream Skirt Panels and Appurtenances | 03 41 34 | 1 | JB | $ | $ | |
| 00-C012 | Structural Concrete (5ksi) | 03 70 00 | 2000 | CY | $ | $ | |
| 00-C013 | Pier Concrete (5.5ksi) | 03 80 00 | 2395 | CY | $ | $ | |
| 00-C014 | Precast Beams Non-destructive Testing (Riverside and Landside walls) | 03 41 34 | 1 | JB | $ | $ | _____________ |
| 00-C015 | Precast Beams Crack Repair - Riverside Wall | 03 41 34 | 1600 | LF | $ | $ | _____________ |
| 00-C016 | Precast Beams Defect Repair - Riverside Wall | 03 41 34 | 1600 | SF | $ | $ | _____________ |
| 00-C017 | Precast Beams Surface Coating - Riverside Wall | 03 41 34 | 36000 | SF | $ | $ | _____________ |
| 00-C018 | Block 45 Stairs - Construct Landing and Install Precast Stairs | 03 70 00 | 1 | JB | $ | $ | _____________ |
| 05 | Div 05 METALS | |||||
| 00-D001 | Spillway Operating Deck Access Stairway | 05 51 00 | 1 | JB | $ | $ |
| 00-D002 | Crane Stops | 05 50 14 | 1 | JB | $ | $ |
| 00-D003 | Nose Pier and Intermediate Pier Metals - Riverside Wall | 05 59 20 | 1 | JB | $ | $ |
| 00-D004 | Steel Setting Piles - Riverside Wall | 05 50 14 | 540 | LF | $ | $ |
| 00-D005 | Miscellaneous Metal | 05 50 15 | 1 | JB | $ | $ |
| 00-D006 | Wall Armor | 05 50 15 | 1 | JB | $ | $ |
| 00-D007 | Prefabricated Guardrail Installation | 05 50 15 | 450 | LF | $ | $ |
| 09 | Div 09 FINISHES | |||||
| 00-E001 | Painting - Upstream Approach Wall Nose Pier Stripes | 09 97 00 | 1 | JB | $ | $ |
| 10 | Div 10 SPECIALTIES | |||||||
| 00-F001 | Permanent Exterior Signage | 10 14 03 and 10 14 04 | 1 | JB | $ | $ | ||
| 00-F002 | Fire Sprinkler System | 10 44 17 | 1 | JB | $ | $ | ||
| 00-F003 | Plumbing System | 10 44 17 | 1 | JB | $ | $ | ||
| 00-F004 | Operations Building Commissioning | 10 44 17 | 1 | JB | $ | $ | ||
| 00-F005 | Temporary pump for fire protection system | 1 | JB | $ | ||||
| . | ||||||||
| 13 | Div 13 SPECIAL CONSTRUCTION | |||||||
| 00-G001 | Instrumentation Installation and Commissioning | 13 50 00 | 1 | JB | $ | $ | ||
| 00-G002 | Instrumentation Monitoring Program | 13 50 00 | 36 | MO | $ | ___________________________ | $ | _______________ |
| 26 | Div 26 ELECTRICAL | |||||
| 00-H001 | Replacement Lock Upstream Approach Wall Electrical Systems | 26 20 00 | 1 | JB | $ | $ |
| 00-H002 | Replacement Lock Downstream Approach Wall Electrical Systems - Riverside Wall | 26 20 00 | 1 | JB | $ | $ |
| 00-H003 | Post-Spillway Demolition Grounding System Connection | 26 20 00 | 1 | JB | $ | $ |
| 00-H004 | Post-Spillway Demolition Electrical Systems Repair | 26 20 00 | 1 | JB | $ | $ |
| 00-H005 | Replacement Lock Exterior Lighting | 26 56 00 | 1 | JB | $ | $ |
| 00-H006 | Power System Study | 26 05 73 | 1 | JB | $ | $ |
| 28 | Div 28 ELECTRONIC SAFETY AND SECURITY | |||||
| 00-J001 | Security CCTV System | 28 23 23 | 1 | JB | $ | $ |
| 31 | Div 31 EARTHWORK | |||||
| 00-K001 | Install Downstream Approach Wall Intermediate Piers - Riverside Wall | 31 32 23 | 2 | EA | $ | $ |
| 00-K002 | Install Downstream Approach Wall Nose Piers - Riverside Wall | 31 32 23 | 1 | EA | $ | $ |
| 00-K003 | 48" Downstream Approach Wall Pier Guide Pipe Pile Rock Sockets - Riverside Wall | 31 63 28 | 165 | LF | $ | $ |
| 00-K004 | Furnish and Install Post Tensioned Anchors | 31 68 15 | 3040 | LF | $ | $ |
| 00-K005 | Additional Performance Tests | 31 68 15 | 3 | EA | $ | $ |
| 00-K006 | Additional Proof Tests | 31 68 15 | 3 | EA | $ | $ |
| 00-K007 | Additional Watertightness Testing | 31 68 15 | 16 | EA | $ | $ |
| 00-K008 | Consolidation Grouting | 31 68 15 | 2337 | CF | $ | $ |
| 00-K009 | Redrilling Consolidation Grout | 31 68 15 | 1952 | LF | $ | $ |
| 00-K010 | Government Requested Standby - Consolidation Grouting | 31 68 15 | 32 | HR | $ | $ |
| 00-K011 | Supplementary Extended Creep Tests | 31 68 15 | 4 | EA | $ | $ |
| 00-K012 | Earth Retention System for Thrust Block - Design | 31 23 05 | 1 | JB | $ | $ |
| 32 | Div 32 EXTERIOR IMPROVEMENTS | |||||
| 00-L001 | Flagpole Construction | Various | 1 | JB | $ | $ |
| 33 | Div 33 UTILITIES | |||||
| 00-M001 | Medium Voltage Distribution - Bay 5 to Lock | 33 71 02 | 1 | JB | $ | $ |
| 00-M002 | 2-inch Tempoary Domestic Water Line for Operations Building (routed across channel) | 33 11 00 | 1 | JB | $ | $ |
| 00-M003 | 8-inch Temporay Fire Protection Line for Operations Building (routed across channel) | 33 11 00 | 1 | JB | $ | $ |
| 00-M004 | Temporary sanitary sewer facility for Operations Building (Contractor determined/provided) | 33 11 00 | 1 | JB | $ | $ |
| 00-M005 | Temporary FDC Connection for Ops Building | 33 11 00 | 1 | EA | $ | $ |
| 00-M006 | Fire Hydrant Assembly | 33 11 00 | 1 | EA | $ | $ |
| 35 | Div 35 WATERWAY AND MARINE CONSTRUCTION | |||||
| 00-N001 | Tow Haulage Systems - Procurement of all tow haulage components | 35 01 41 | 1 | JB | $ | $ |
| 00-N002 | Tow Haulage Installation and Acceptance Test - Upstream | 35 01 41 | 1 | JB | $ | $ |
| 00-N003 | Lock Machinery | 35 08 40 | 1 | JB | $ | $ |
| 00-N004 | Floating Mooring Bitts | 35 08 40 | 1 | JB | $ | $ |
| 00-N005 | Compressed Air System | 35 08 40 | 1 | JB | $ | $ |
| 00-N006 | Miter Gate Spray System | 35 08 40 | 1 | JB | $ | $ |
| 00-N007 | Service Water System | 35 08 40 | 1 | JB | $ | $ |
| 00-N008 | Lock Gallery Sump Pump System | 35 08 40 | 1 | JB | $ | $ |
| 00-N009 | Downstream Pier Excavation | 35 20 24 | 450 | CY | $ | $ |
TOTAL ESTIMATED AMOUNT $
Page &P of &N
Option 1 Price Schedule
| PRICE SCHEDULE | ||||||
| Approach Wall and Lock Decommissioning | ||||||
| Chickamauga Lock Replacement | ||||||
| Ready to Advertise (RTA) | ||||||
| New AWD Price Sheet | ||||||
| Option 1 | ||||||
| BID ITEM | DESCRIPTION | SPECIFICATION NUMBER | EST. QTY. | UNIT | UNIT | |
| PRICE | ESTIMATED |
AMOUNT
| 01 | Div 01 GENERAL REQUIREMENTS | |||||
| 01-P001 | Formal Partnering Meeting | 01 00 00 | 1 | JB | $ | $ |
| 01-P002 | Mobilization and Demobilization | 01 22 00 | 1 | JB | $ | $ |
| 01-P003 | Premiums for Performance and Payment Bonds | 01 22 00 | 1 | JB | $ | $ |
| 01-P004 | Railroad Flagman | 01 22 00 | 6 | DAY | $ | $ |
| 01-P005 | Data Management | 01 31 00 | 1 | JB | $ | $ |
| 01-P006 | Maintenance and Protection of Traffic | 01 50 00 | 1 | JB | $ | $ |
| 01-P007 | Maintain QA Testing Lab and QA Field Office | 01 50 00 | 18 | MO | $ | $ |
| 01-P008 | As-Built Drawings | 01 78 00 | 1 | JB | $ | $ |
| 01-P009 | Commissioning | 01 91 13 | 1 | JB | $ | $ |
| 01-P010 | Helper Boat | 01 00 00 | 24 | MO | $ | $ |
| 02 | Div 02 EXISTING CONDITIONS | |||||
| 01-Q001 | Verification Core Drilling, Vertical Holes HQ | 02 32 00 | 168 | LF | $ | $ |
| 01-Q002 | Lab Testing- Direct Shear | 02 32 00 | 20 | EA | $ | $ |
| 01-Q003 | Protection Cell Removal | 02 41 18 | 1 | JB | $ | $ |
| 03 | Div 03 CONCRETE | |||||
| 01-R001 | Reinforcing Steel - Material | 03 20 02 | 115 | Ton | $ | $ |
| 01-R002 | Place Rebar | 03 20 02 | 115 | Ton | $ | $ |
| 01-R003 | Cement, Type II, MH - Low Alkali and Moderate Heat | 03 30 01 | 1500 | Ton | $ | $ |
| 01-R004 | Class F Fly Ash | 03 30 01 | 1250 | Ton | $ | $ |
| 01-R005 | Tremie Concrete (5ksi) | 03 31 07 | 4000 | CY | $ | $ |
| 01-R006 | Downstream Government Directed Additional Tremie Concrete | 03 31 07 | 65 | CY | $ | $ |
| 01-R007 | Downstream Install Precast Beams and Appurtenances - Landside Wall | 03 41 34 | 1 | JB | $ | $ |
| 01-R008 | Pier Concrete (5.5ksi) | 03 80 00 | 4100 | CY | $ | $ |
| 01-R009 | Precast Beams Crack Repair - Landside Wall | 03 41 34 | 2400 | LF | $ | $ |
| 01-R010 | Precast Beams Defect Repair - Landside Wall | 03 41 34 | 2400 | SF | $ | $ |
| 01-R011 | Precast Beams Surface Coating - Landside Wall | 03 41 34 | 54000 | SF | $ | $ |
| 05 | Div 05 METALS | |||||
| 01-S001 | Nose Pier and Intermediate Pier Metals - Landside Wall | 05 59 20 | 1 | JB | $ | $ |
| 01-S002 | Steel Setting Piles - Landside Wall | 05 50 14 | 1260 | LF | $ | $ |
| 01-S003 | Miscellaneous Metal | 05 50 15 | 1 | JB | $ | $ |
| 01-S004 | Wall Armor | 05 50 15 | 1 | JB | $ | $ |
| 10 | Div 10 SPECIALTIES | |||||
| 01-T001 | Permanent Exterior Signage | 10 14 03 and 10 14 04 | 1 | JB | $ | $ |
| 13 | Div 13 SPECIAL CONSTRUCTION | |||||||
| 01-U001 | Instrumentation Monitoring Program | 13 50 00 | 18 | MO | $ | $ | ||
| 01-U002 | Instrumentation Installation | 13 50 50 | 1 | JB | $ | ___________________________ | $ | _______________ |
| 26 | Div 26 ELECTRICAL | |||||
| 01-V001 | Replacement Lock Downstream Approach Wall Electrical Systems - Landside Wall | 26 20 00 | 1 | JB | $ | $ |
| 01-V002 | Replacement Lock Exterior Lighting | 26 56 00 | 1 | JB | $ | $ |
| 28 | Div 28 ELECTRONIC SAFETY AND SECURITY | |||||
| 01-W001 | Lock Operations CCTV System | 28 23 23 | 1 | JB | $ | $ |
| 31 | Div 31 EARTHWORK | |||||
| 01-X001 | Install Downstream Approach Wall Intermediate Piers - Landside Wall | 31 32 23 | 6 | EA | $ | $ |
| 01-X002 | Install Downstream Approach Wall Nose Piers - Landside Wall | 31 32 23 | 1 | EA | $ | $ |
| 01-X003 | 48" Downstream Approach Wall Pier Guide Pipe Pile Rock Sockets - Landside Wall | 31 63 28 | 380 | LF | $ | $ |
| 35 | Div 35 WATERWAY AND MARINE CONSTRUCTION | |||||
| 01-Y001 | Tow Haulage Installation and Acceptance Test - Downstream | 35 01 41 | 1 | JB | $ | $ |
| 01-Y002 | Downstream Pier Excavation | 35 20 24 | 915 | CY | $ | $ |
| 01-Y003 | Service Water System - Downstream Approach Wall | 35 08 40 | 1 | JB | $ | $ |
TOTAL ESTIMATED AMOUNT $
Option 2 Price Schedule
| PRICE SCHEDULE | ||||||
| Approach Wall and Lock Decommissioning | ||||||
| Chickamauga Lock Replacement | ||||||
| Ready to Advertise (RTA) | ||||||
| New AWD Price Sheet | ||||||
| Option 2 | ||||||
| BID ITEM | DESCRIPTION | SPECIFICATION NUMBER | EST. QTY. | UNIT | UNIT | |
| PRICE | ESTIMATED |
AMOUNT
| 01 | Div 01 GENERAL REQUIREMENTS | |||||
| 02-Z001 | Mobilization and Demobilization | 01 22 00 | 1 | JB | $ | $ |
| 02-Z002 | Premiums for Performance and Payment Bonds | 01 22 00 | 1 | JB | $ | $ |
| 02-Z003 | Data Management | 01 31 00 | 1 | JB | $ | $ |
| 02-Z004 | Maintenance and Protection of Traffic | 01 50 00 | 1 | JB | $ | $ |
| 02-Z005 | Maintain QA Testing Lab and QA Field Office | 01 50 00 | 12 | MO | $ | $ |
| 02-Z006 | As-Built Drawings | 01 78 00 | 1 | JB | $ | $ |
| 02 | Div 02 EXISTING CONDITIONS | |||||
| 02-AA01 | Demolition of Mooring Cells | 02 41 17 | 4 | EA | $ | $ |
| 02-AA02 | Cofferdam Removal - Phase 2 (Drawing 61W510-11) | 02 41 18 | 1 | JB | $ | $ |
| 03 | Div 03 CONCRETE | |||||
| 02-AB01 | Cement, Type II, MH - Low Alkali and Moderate Heat | 03 30 01 | 20 | Ton | $ | $ |
| 02-AB02 | Class F Fly Ash | 03 30 01 | 20 | Ton | $ | $ |
| 02-AB03 | Tremie Concrete (5ksi) | 03 31 07 | 90 | CY | $ | $ |
| 09 | Div 09 FINISHES | |||||
| 02-AC01 | Painting - Mooring Cells | 09 97 00 | 1 | JB | $ | $ |
| 10 | Div 10 SPECIALTIES | |||||
| 02-AD01 | Permanent Exterior Signage | 10 14 03 and 10 14 04 | 1 | JB | $ | $ |
| 13 | Div 13 SPECIAL CONSTRUCTION | |||||
| 02-AE01 | Instrumentation Monitoring Program | 13 50 00 | 12 | MO | $ | $ |
| 31 | Div 31 EARTHWORK | ||||||
| 02-AF01 | Mooring Cell Aggregate Fill | 31 00 00 | 1 | JB | $ | $ | |
| 02-AF02 | Redrilling Grouted Holes | 31 32 23 | 575 | LF | $ | $ | Remove from Price Schedule |
| 02-AF03 | Metal Sheet Piling | 31 41 16 | 1 | JB | $ | $ | |
| 02-AF04 | Construction of Mooring Cells | 31 41 16 | 2 | EA | $ | $ |
TOTAL ESTIMATED AMOUNT $
Option 3 Price Schedule
| PRICE SCHEDULE | ||||||
| Approach Wall and Lock Decommissioning | ||||||
| Chickamauga Lock Replacement | ||||||
| Ready to Advertise (RTA) | ||||||
| New AWD Price Sheet | ||||||
| Option 3 | ||||||
| BID ITEM | DESCRIPTION | SPECIFICATION NUMBER | EST. QTY. | UNIT | UNIT | |
| PRICE | ESTIMATED |
AMOUNT
| 01 | Div 01 GENERAL REQUIREMENTS | |||||
| 03-AG01 | Formal Partnering Meeting | 01 00 00 | 1 | JB | $ | $ |
| 03-AG02 | Mobilization and Demobilization | 01 22 00 | 1 | JB | $ | $ |
| 03-AG03 | Premiums for Performance and Payment Bonds | 01 22 00 | 1 | JB | $ | $ |
| 03-AG04 | Data Management | 01 31 00 | 1 | JB | $ | $ |
| 03-AG05 | Maintenance and Protection of Traffic | 01 50 00 | 1 | JB | $ | $ |
| 03-AG06 | Maintain QA Testing Lab and QA Field Office | 01 50 00 | 18 | MO | $ | $ |
| 03-AG07 | Diversion and Care of Water | 01 57 24 | 1 | JB | $ | $ |
| 03-AG08 | As-Built Drawings | 01 78 00 | 1 | JB | $ | $ |
| 03-AG09 | Commissioning | 01 91 13 | 1 | JB | $ | $ |
| 02 | Div 02 EXISTING CONDITIONS | |||||
| 03-AH01 | Verification Core Drilling, Vertical Holes HQ | 02 32 00 | 455 | LF | $ | $ |
| 03-AH02 | Core Drilling, Vertical Holes | 02 32 00 | 120 | LF | $ | $ |
| 03-AH03 | Downhole Imaging | 02 32 00 | 650 | LF | $ | $ |
| 03-AH04 | Concrete Conduit Box Removal | 02 41 13 | 1 | JB | $ | $ |
| 03-AH05 | Existing Pullbox Modifications | 02 41 13 | 1 | JB | $ | $ |
| 03-AH06 | Contractor Access Ramp and Work Bench Restoration | 02 41 13 | 1 | JB | $ | $ |
| 03-AH07 | Maintenance shop existing access demolition | 02 41 13 | 1 | JB | $ | $ |
| 03-AH08 | Maintenance shop parking lot milling for Resurfacing | 02 41 13 | 1 | JB | $ | $ |
| 03-AH09 | Existing 24 inch CMP demolition (61W525-03-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH10 | Toe Drain & Manhole Demolition (61W525-03-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH11 | Site and Existing Lock Light Pole Removal | 02 41 13 | 21 | EA | $ | $ |
| 03-AH12 | Overhead electrical line removal (61W525-04-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH13 | Eastern Lake Access Stripping | 02 41 13 | 1 | JB | $ | $ |
| 03-AH14 | Trailhead Parking Lot Milling (61W525-06-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH15 | Contractor Parking lots Stripping as required (61W525-07-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH16 | Existing Maintenance BLDG Canopy Shed Demolition | 02 41 13 | 1 | JB | $ | $ |
| 03-AH17 | Demolition of Existing Lock Machinery | 02 41 17 | 1 | JB | $ | $ |
| 03-AH18 | Demolition of Existing Lock Operations Building | 02 41 17 | 1 | JB | $ | $ |
| 03-AH19 | Demolition and Relocation of Existing Lock Upper Guidewall Beams and Piers Above EL 660.0 | 02 41 17 | 1 | JB | $ | $ |
| 03-AH20 | Place Rock Fill in Existing Lock Recesses | 02 41 17 | 1 | JB | $ | $ |
| 03-AH21 | Salvage of Floating Mooring Bitts | 02 42 91 | 1 | JB | $ | $ |
| 03-AH22 | Salvage of the Culvert Valves | 02 42 91 | 1 | JB | $ | $ |
| 03-AH23 | Remediation and Restoration of the Electrical Service Rooms | Various | 1 | JB | $ | $ |
| 03-AH24 | Remediation and Restoration of the Hazmat Room | Various | 1 | JB | $ | $ |
| 03-AH25 | Strip or Cover of Operations Building and Parking Lot Area | Various | 1 | JB | $ | $ |
| 03-AH26 | Catch basin and drain removal (61W525-2-AWD) | 02 41 13 | 1 | JB | $ | $ |
| 03-AH27 | Trailhead Drive Milling, Stripping and Roadbed Preparation | 02 42 91 | 1 | JB | $ | $ |
| 03-AH28 | Trailhead Drive Parking Lot Milling in Preparation for Resurfacing (61W525-04-AWD) | 02 42 91 | 1 | JB | $ | $ |
| 03-AH29 | Trailer Removal X 2 and Foundation Demolition (61W525-04-AWD) | Various | 1 | JB | $ | $ |
| 03-AH30 | Trailer Relocation x 1 and Foundation Demolition (61W525-04-AWD) | Various | 1 | JB | $ | $ |
| 03-AH31 | Future Greenway Area Stripping | 32 92 19 | 1 | JB | $ | $ |
| 03-AH32 | Stripping of area west of Maintenance Shop | 32 92 19 | 1 | JB | $ | $ |
| 03-AH33 | Resident Engineer Office Milling | 02 41 13 | 1 | JB | $ | $ |
| 03-AH34 | Decommisioning and Demolition of Existing Lift Station | Drawings | 1 | JB | $ | $ |
| 03-AH35 | Demolition of remaining existing lock features | Drawings | 1 | JB | $ | $ |
| 03 | Div 03 CONCRETE | |||||
| 03-AJ01 | Waterstop | 03 15 14 | 1 | JB | $ | $ |
| 03-AJ02 | 2" LDPE Foam Expansion Joint | 03 15 14 | 1 | JB | $ | $ |
| 03-AJ03 | Reinforcing Steel - Material | 03 20 02 | 835 | Ton | $ | $ |
| 03-AJ04 | Place Rebar | 03 20 02 | 835 | Ton | $ | $ |
| 03-AJ05 | Drill and Grout #6 Dowels; Waterstop Recess | 03 20 02 | 72 | EA | $ | $ |
| 03-AJ06 | Drill and Grout #8 Dowels; Existing Culverts and Cable Tunnel | 03 20 02 | 26 | EA | $ | $ |
| 03-AJ07 | Cement, Type II, MH - Low Alkali and Moderate Heat | 03 30 01 | 8300 | Ton | $ | $ |
| 03-AJ08 | Class F Fly Ash | 03 30 01 | 5600 | Ton | $ | $ |
| 03-AJ09 | Roughen/Preparation of Concrete Surface in Culverts and Cable Tunnel | 03 30 04 | 8045 | SF | $ | $ |
| 03-AJ10 | Culvert Valve and Cable Tunnel Plugs | 03 31 07 and 03 80 00 | 1700 | CY | $ | $ |
| 03-AJ11 | Inspection Shafts | 03 41 33 and 03 80 00 | 1 | JB | $ | $ |
| 03-AJ12 | Contact Grout for Culverts and Cable Tunnel Plugs | 03 61 00 | 230 | CF | $ | $ |
| 03-AJ13 | Structural Concrete (5ksi) | 03 70 00 | 42000 | CY | $ | $ |
| 03-AJ14 | 10in. Paved Portland cement pavement (4 ksi) with dowels | 03 70 01 | 4050 | SY | $ | $ |
| 03-AJ15 | Culvert Valve Display Slab (4 ksi) | 03 70 01 | 1 | JB | $ | $ |
| 03-AJ16 | Operations Lot 30 x 50 ft Concrete Slab (4 ksi) | 03 70 01 | 1 | JB | $ | $ |
| 03-AJ17 | Miscellaneous Concrete (3ksi) | 03 70 01 | 1100 | CY | $ | $ |
| 03-AJ18 | Pier Concrete (5.5ksi) | 03 80 00 | 5 | CY | $ | $ |
| 03-AJ19 | Concrete Slot Cutting | 03 81 19 | 1 | JB | $ | $ |
| 03-AJ20 | Tremie Concrete (5ksi) | 03 31 07 | 450 | CY | $ | $ |
| 05 | Div 05 METALS | |||||
| 03-AK01 | Miscellaneous Metal | 05 50 15 | 1 | JB | $ | $ |
| 03-AK02 | Prefabricated Guardrail Installation | 05 50 15 | 450 | LF | $ | $ |
| 07 | Div 07 THERMAL AND MOISTURE PROTECTION | |||||
| 03-AL01 | Operations Building - Waterproofing | 07 13 53 | 1 | JB | $ | $ |
| 09 | Div 09 FINISHES | |||||
| 03-AM01 | Painting - Hazmat Room | 09 90 00 | 1 | JB | $ | $ |
| 03-AM02 | Painting - Electrical Service Rooms | 09 90 00 | 1 | JB | $ | $ |
| 10 | Div 10 SPECIALTIES | |||||
| 03-AN01 | Permanent Exterior Signage | 10 14 03 and 10 14 04 | 1 | JB | $ | $ |
| 03-AN02 | Fire Sprinkler System | 10 44 17 | 1 | JB | $ | $ |
| 03-AN03 | Plumbing System | 10 44 17 | 1 | JB | $ | $ |
| 03-AN04 | Operations Building Commissioning | 10 44 17 | 1 | JB | $ | $ |
| 13 | Div 13 SPECIAL CONSTRUCTION | |||||
| 03-AP01 | Instrumentation Monitoring Program | 13 50 00 | 12 | MO | $ | $ |
| 03-AP02 | Instrumentation Installation | 13 50 00 | 1 | JB | $ | $ |
| 03-AP03 | Instrumentation Maintenance and Modifications - Existing Lock | 13 50 00 | 1 | JB | ||
| 03-AP04 | Cylinder Storage Building | 13 34 19.06 and others | 1 | JB | $ | $ |
| 03-AP05 | Crane Storage Shed Construction (61W525-24-AWD) | Various | 1 | JB | $ | $ |
| 23 | Div 23 HEATING, VENTILATIONS, AND AIR CONDITIONING (HVAC) | |||||
| 03-AQ01 | Testing, Adjusting, and Balancing (TAB) | 23 05 95 | 1 | JB | $ | $ |
| 03-AQ02 | Heating and Ventilation Equipment - Cylinder Storage Building | Division 23, Section 08 91 00 | 1 | JB | $ | $ |
| 03-AQ03 | Heating and Ventilation Equipment - Hazmat Room | Division 23, Section 08 91 00 | 1 | JB | $ | $ |
| 03-AQ04 | Heating and Ventilation Equipment - Electrical Service Rooms | Division 23, Section 08 91 00 | 1 | JB | $ | $ |
| 26 | Div 26 ELECTRICAL | |||||
| 03-AR01 | HAZMAT Room Electrical Systems/Lighting | 26 20 00/26 51 00 | 1 | JB | $ | $ |
| 03-AR02 | Site Exterior Lighting | 26 56 00 | 1 | JB | $ | $ |
| 03-AR03 | Landside Electrical Room Systems/Lighting | 26 20 00/26 51 00 | 1 | JB | $ | $ |
| 03-AR04 | Riverside Electrical Room Systems/Lighting | 26 20 00/26 51 00 | 1 | JB | $ | $ |
| 03-AR05 | Existing Maintenance Building Interior Electrical Systems | 26 20 00 | 1 | JB | $ | $ |
| 03-AR06 | Cylinder Storage Building Interior Electrical Systems/Lighting/Lightning Protection | 26 20 00/26 41 00/26 51 00 | 1 | JB | $ | $ |
| 03-AR07 | Relocation of Miscellaneous Electrical Systems On Existing Lock | 26 20 00/33 71 02 | 1 | JB | $ | $ |
| 03-AR08 | Repair of Existing Lock Grounding System Post Slot Cutting | 26 20 00/33 71 02 | 1 | JB |
| 27 | Div 27 COMMUNICATIONS | |||||
| 03-AS01 | Fiber Optic Data Transmission System - Maintenance Building | 27 21 10 | 1 | JB | $ | $ |
| 03-AS02 | Fiber Optic Data Transmission System - Cylinder Storage Building | 27 21 10 | 1 | JB | $ | $ |
| 03-AS03 | Fiber Optic Data Transmission System - Site ESS | 27 21 10 | 1 | JB | $ | $ |
| 03-AS04 | Telecom Cabling System - Maintenance Building | 27 21 10 | 1 | JB | $ | $ |
| 03-AS05 | Telecom Cabling System - Cylinder Storage Building | 27 21 10 | 1 | JB | $ | $ |
| 28 | Div 28 ELECTRONIC SAFETY AND SECURITY | |||||
| 03-AT01 | ESS/Access Control - Site Perimeter and Buildings | 28 20 01 | 1 | JB | $ | $ |
| 03-AT02 | Security CCTV System | 94838 | 1 | JB | $ | $ |
| 03-AT03 | Fire Detection System - HAZMAT Room | 28 31 00 / 28 31 64 | 1 | JB | $ | $ |
| 03-AT04 | Fire Detection System - Maintenance Building | 28 31 00 / 28 31 64 | 1 | JB | $ | $ |
| 03-AT05 | Fire Detection System - Cylinder Storage Building | 28 31 00 / 28 31 64 | 1 | JB | $ | $ |
| 31 | Div 31 EARTHWORK | |||||
| 03-AU01 | Manage, and Place Material for New Maintenance Shop Ramp | 31 00 00 | 1 | JB | $ | $ |
| 03-AU02 | Earthwork for Operations Parking Lot Area | 31 00 00 | 1 | JB | $ | $ |
| 03-AU03 | Manage, and Place Material for Maint. Shop lot and Thrust Block access | 31 00 00 | 1 | JB | $ | $ |
| 03-AU04 | Manage, and Place Material for New Operations Building Ramp | 31 00 00 | 1 | JB | $ | $ |
| 03-AU05 | Maintenance Ramp Retaining Wall Construction (61W525-15-AWD) | 31 00 00 | 1 | JB | $ | $ |
| 03-AU06 | Manage, and Place Downstream Lock Chamber Fill | 31 00 00 | 1 | JB | $ | $ |
| 03-AU07 | Manage, and Place Upstream Lock Chamber Fill | 31 00 00 | 1 | JB | $ | $ |
| 03-AU08 | Geotextile Installations | 31 05 22 | 13000 | SY | $ | $ |
| 03-AU09 | Rock Excavation | 31 23 05 | 6034 | CY | $ | $ |
| 03-AU10 | Dental Excavation (15% surface area) | 31 23 05 | 247 | CY | $ | $ |
| 03-AU11 | Line Drilling (6" Spacing) | 31 23 05 | 844 | SY | $ | $ |
| 03-AU12 | Thrust Block Overburden Excavation | 31 23 05 | 18325 | CY | $ | $ |
| 03-AU13 | Redrilling Grouted Holes | 31 32 23 | 575 | LF | $ | $ |
| 03-AU14 | Drill Grout Holes in Rock | 31 32 23 | 8,068 | LF | $ | $ |
| 03-AU15 | Pressure Washing (Hydraulic) | 31 32 23 | 72 | HR | $ | $ |
| 03-AU16 | Pressure Testing (Hydraulic) | 31 32 23 | 884 | EA | $ | $ |
| 03-AU17 | Grout Mixes | 31 32 23 | 1,195 | CY | $ | $ |
| 03-AU18 | Placing Grout | 31 32 23 | 1,195 | CY | $ | $ |
| 03-AU19 | Government Requested Standby - Grouting | 31 32 23 | 24 | HR | $ | $ |
| 03-AU20 | Dental Concrete | 31 60 00 | 247 | CY | $ | $ |
| 03-AU21 | Foundation Preparation | 31 60 00 | 1645 | SY | $ | $ |
| 03-AU22 | Impervious Liner (Seepage Barrier) | 31 00 00 | 1 | JB | $ | $ |
| 03-AU23 | Earth Retention System for Thrust Block - Construction | 31 23 05 | 1 | JB | $ | $ |
| 32 | Div 32 EXTERIOR IMPROVEMENTS | |||||
| 03-AV01 | Aggregate Base Course Grade D | 32 11 23 | 3175 | Ton | $ | $ |
| 03-AV02 | TDOT Crushed stone | 32 11 23 | 3000 | Ton | $ | $ |
| 03-AV03 | TDOT #57 Stone | 32 11 23 | 1350 | Ton | $ | $ |
| 03-AV04 | TDOT #2 Stone | 32 11 23 | 3715 | Ton | $ | $ |
| 03-AV05 | Asphalt Pavement - Binder Course AC (PG64-22) GR "B-M2" | 32 12 16 | 3550 | Ton | $ | $ |
| 03-AV06 | Asphalt Pavement - Wearing Course ACS (PG64-22) GR "D" | 32 12 16 | 1680 | Ton | $ | $ |
| 03-AV07 | Pavement Markings | 32 17 24 | 1 | JB | $ | $ |
| 03-AV08 | Final Security Fencing | 32 31 13 | 1 | JB | $ | $ |
| 03-AV09 | Main Access Gate Installation | 32 31 13 | 1 | EA | $ | $ |
| 03-AV10 | 6-Foot Personnel Gate Installation | 32 31 13 | 1 | EA | $ | $ |
| 03-AV11 | 12-Foot Personnel Gate Installation | 32 31 13 | 1 | EA | $ | $ |
| 03-AV12 | Double Swing Gate Installation | 32 31 13 | 1 | EA | $ | $ |
| 03-AV13 | Barrier Swing Gate Installation | 32 31 13 | 1 | EA | $ | $ |
| 03-AV14 | Greenway (Contractor Laydown Area) Temp, and Perm, Seeding | 32 92 19 | 1 | JB | $ | $ |
| 03-AV15 | Designated Disposal Area Temp. and Permanent Seeding | 32 92 19 | 1 | JB | $ | $ |
| 03-AV16 | Operations Parking Lot Area Temp, and Permanent Seeding | 32 92 19 | 1 | JB | $ | $ |
| 03-AV17 | Contractor Parking Lot North of RE Office Temp, and Permanent Seeding | 32 92 19 | 1 | JB | $ | $ |
| 03-AV18 | Topsoil | 32 92 19 | 19000 | TN | $ | $ |
| 03-AV19 | Tree Plantings | 32 93 00 | 30 | EA | $ | $ |
| 03-AV20 | Shrub Plantings | 32 93 00 | 400 | EA | $ | $ |
| 33 | Div 33 UTILITIES | |||||
| 03-AW01 | 2-inch Domestic Water Line for Operations Building | 33 11 00 | 1 | JB | $ | $ |
| 03-AW02 | FDC Connection for Ops Building | 33 11 00 | 1 | EA | $ | $ |
| 03-AW03 | 8-inch Fire Protection Line for Operations Building | 33 11 00 | 1 | JB | $ | $ |
| 03-AW04 | 6-inch Fire Protection Line for the Operations Building | 33 11 00 | 1 | JB | $ | $ |
| 03-AW05 | Fire hydrant assemblies | 33 11 00 | 1 | EA | $ | $ |
| 03-AW06 | 8-inch Fire Protection Line for Maintenance Building | 33 11 00 | 1 | JB | $ | $ |
| 03-AW07 | 2 in. Force Main Sewer from Operations Building | 33 30 00 | 1 | JB | $ | $ |
| 03-AW08 | Site Electrical Distribution - Maintenance Building | 33 71 02 | 1 | JB | $ | $ |
| 03-AW09 | Site Electrical Distribution - Cylinder Storage Building | 33 71 02 | 1 | JB | $ | $ |
| 03-AW10 | Site Electrical Distribution - Landside Electrical Room | 33 71 02 | 1 | JB | $ | $ |
| 03-AW11 | Site Electrical Distribution - Site ESS/Perimeter | 33 71 02 | 1 | JB | $ | $ |
| 03-AW12 | 30 in. Class IV RCP | 33 11 00 | 70 | LF | $ | $ |
| 03-AW13 | 24 in. Class IV RCP | 33 11 00 | 779 | LF | $ | $ |
| 03-AW14 | 24 in. Class III RCP | 33 11 00 | 100 | LF | $ | $ |
| 03-AW15 | 12 in. Smooth Wall HDPE (toe drain) | 33 11 00 | 560 | LF | $ | $ |
| 03-AW16 | Construction and Commissioning of New Lift Station | 33 30 00 | 1 | JB | $ | $ |
| 34 | Div 34 TRANSPORTATION | |||||
| 03-AX01 | Curb Construction | 34 71 13 | 325 | LF | $ | $ |
| 03-AX02 | Vehicular Guardrail Installation | 34 71 13 | 1200 | LF | $ | $ |
| 03-AX03 | Parking Bumpers | 34 71 13 | 35 | EA | $ | $ |
| 03-AX04 | Bollards | 34 71 13 | 20 | EA | $ | $ |
| 35 | Div 35 WATERWAY AND MARINE CONSTRUCTION | |||||
| 03-AY01 | Furnish, Manage, and Place TDOT Class C Riprap | Various | 2500 | TN | $ | $ |
| 03-AY02 | Furnish, Manage, and Place TDOT Class B Riprap | Various | 1600 | TN | $ | $ |
| 03-AY03 | Furnish, Manage, and Place TDOT Class A Riprap | Various | 1500 | TN | $ | $ |
| 03-AY04 | Furnish, Manage, and Place Bedding Stone for Riprap | Various | 1675 | TN | $ | $ |
| 46 | Div 46 WATER AND WASTEWATER EQUIPMENT | |||||
| 03-AZ01 | Aerating Fountain Construction | 46 51 00.00 10 | 1 | JB | $ | $ |
TOTAL ESTIMATED AMOUNT $
File details come from the government source that posted it. Updated .