CCK-2533-21 Installation of Air Preheater at E.W. Brown Station
CCK-2533-21 Installation of Air Preheater at E.W. Brown Station
The scope of work is to erect a platform and install a sub-pilot scale air preheater skid
between two 3B gas ducts at E.W. Brown Station.
The Contractor shall recognize that E. W. Brown Generating Station is an active power
generation facility of Kentucky Utilities Company (“KU”) and careful coordination will have to
be taken with the Site Manager to prevent any unforeseen disturbances to KU employees and
minimize the impact on daily operations of the facility. Some documents referenced herein
have been issued by KU’s affiliate LG&E and KU Services Company (“LG&E and KU
Services”). The Contractor must comply with all E. W. Brown Generating Station protocols and
access demands as provided by the Site Manager at E. W. Brown Generating Station. Please
refer to the LG&E and KU Services Site Requirements, included, which are incorporated
herein and will become an integral part of the final agreement.
Frankfort Sewer Department – Manhole Rehabilitation and Replacement Project
Frankfort Sewer Department – Manhole Rehabilitation and Replacement Project
The work to be bid upon is described as follows:
This project consists of manhole rehabilitation or replacement of 44 manholes as identified
by the Frankfort Sewer Department in Appendix A of the bid documents. This contract will
have the opportunity to renew up to five (5) years for similar work. The work will include
rehabilitating or replacing existing manholes and associated activities. The attached bid
schedule is an estimate of work to be completed and is being used for competitive bidding
purposes only. The actual work is expected to differ from the bid schedule as necessary.
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the 8806 Lynnhall Court Drainage Improvement ProjectContract No. 2021-021, Budget ID No. C21203, will be received at the office of MSD until 10:00 a.m., Local Time, April 15, 2021, and will be publicly opened and read at that place and time. The public may attend the bid opening via teleconference call.
Description and location of Project: To Mitigate roadside flooding with a new drainage system. All work shall be done in accordance to MSD’s Standard Specifications.
There will be no pre-bid meeting held for this project.
The Engineer’s Construction Cost Estimate for this project is between $ 50,000.00 and $100,000.00.
The bid documents will be available on, April 1, 2021, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Joseph S Exely. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Barry Pickett at Barry.Pickett@louisvillemsd.org.. Questions received less than two days prior to the date for opening of bids will not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, David W. Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $150,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective June 1, 2020, MSD has adopted and implemented the revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual, modifying the MBE and WBE participation goals on construction services and construction-related services, in accordance with the MSD Disparity Study (Study). The Study provided the factual predicate for MSD to establish new MBE and WBE goals in MSD contracting. The MSD MBE\WBE Program modified subcontracting goals are listed below:
If selected as applicable below, the Contractor must subcontract at least 18.0% of the total amount of the Contract Bid price to certified African American minority-owned businesses, at least 2.0% of the total amount of the Contract Bid price to a certified Asian-Indian American minority-owned businesses, and at least 15.0% total amount of the Contract Bid price to certified Caucasian Female businesses. If the Contractor is unable to meet the goals, they must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) – (see MSD MBE/WBE Program – Construction Subcontracting Goal Documents and Forms at http://louisvillemsd.org/SupplierDiversity/forms).
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, Barry Pickett at Barry.Pickett@louisvillemsd.org. Due to the current Coronavirus (COVID-19) pandemic measures, MSD will be hosting a Teleconference call in the place of a face-to-face public opening. MSD will also post the As-Read Bid Summary as soon as available. To take part in the Bid Opening Teleconference Call, please call 502-654-8113 and enter code 181888806#.
MSD SUPPLIER DIVERSITY PROGRAM: Not Applicable
The revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective June 1, 2020. If applicable, the goals are as follows:
18.0% MBE – African American, 2.0% MBE – Asian-Indian American and
15.0% WBE – Caucasian Female participation respectively required for this project.
MSD BID DISCOUNT: Applicable
This MSD construction project is bid and advertised as: check applicable below
Construction Services: X
Construction-related Services:
LOCAL LABOR COMMITMENT PREFERENCE: No
COMMUNITY BENEFITS PROGRAM: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
David Johnson, P.E.
Chief Engineer
Rene’ Lindsay, CPPO
One Water Chief Procurement Officer
Louisville Water Company is requesting Bids for the supply and installation of 365 +/- linear feet of 12-inch Pressure Class 350 ductile iron water main, 680 +/- linear feet of 12-inch DR-18 C900 PVC, 240 +/- linear feet of eight (8)-inch Pressure Class 350 ductile iron water main, 4,585 +/- linear feet of six (6)-inch Pressure Class 350 ductile iron water main, and 590 +/- linear feet of six (6)-inch DR-18 C900 PVC. Also included with the project is the supply and installation of 10 fire hydrants, and the supply and
transfer, renewal, relocation or discontinue of 192 +/- customer services. Contractor shall supply and install all materials required for the completion of this project.
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid opening date. All questions and inquiries must be sent to the Buyer, Terri Young, email at tyoung@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $1,000,001 – $3,000,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a Bid Bond is required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories that apply to this Bid. This Bid requires prequalification in the 4” – 16” Ductile Iron Water Mains Category. For information about pre-qualification, contact the Buyer listed above.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to www.lwckyplanroom.com.
Estimate:
$ 37,021.50
Estimated Length of Project:
(Substantial Completion) + 60 Calendar Days (Final Completion)
The proposed Donna Ratliff HP AML Reclamation Project, approximately 1 acre total, consists of a 70 feet wide by 100 feet long landslide that has deposited trees, soil, and refuse against the back deck of the Ratliff home. Further movement will cause mud and debris to move downslope and further damage the deck or home as well as clogging a 30 inch metal pipe that drains the area behind the residence resulting in significant damage to the residence. The project is located in Mays Branch within Pikeville in Pike County. The site is located in the Millard Quadrangle. The Donna Ratliff HP AML Reclamation Project site is at 37° 29 ‘ 44.83″ N, 82 ° 29 ‘ 54.87″ W. To reach the site from U.S. 23 South and its intersection with Cedar Creek Road (State Route 1384), turn left (Hambly Blvd.) and travel 0.6 miles to Loraine Street. Turn left and proceed 0.2 miles to its junction with state route 1460 and turn right. Continue down 1460 for 1.3 miles arriving at the junction of 1460 and Town Mountain Road. Turn left and travel 0.8 miles to Mays Branch Road making a left there and proceeding 0.4 miles up Mays Branch where the Ratliff driveway is on the left.
Project work will consist of establishing access outside the Ratliff’s wooden fence to the base of the slide. At least 1 tree larger than 3” DBH will need to be removed in this area to gain access for equipment in this area. A sediment trap will be installed upstream of the existing metal pipe. The trees in the unstable area will be removed and windrowed along the perimeter of the slide. The unstable soil, rock, and refuse will be excavated and placed along the hillside edge of the Ratliff yard by utilizing up to 140 linear feet of 15” HDPE pipe to allow for a stable hillside fill. 80 linear feet of sub-drain will be installed to direct the water that is causing the slide into a natural drain.
The project site and waste area have previously been disturbed by coal mining operations, house seat development, utility installation, road construction, and/or landowner activities. These disturbances consist of significant upheaval, mixing, and removal of earthen material from deep excavation, grading, sub-surface drilling, fill material placement, and erosion. There should be no undisturbed earthen material to a depth of several feet at the areas slated for significant project-related construction activities.
Construction disturbances will be kept to a minimum with a stringently formulated sediment and erosion control program. Prior to beginning any major earth disturbance (excluding initial site preparation for access only), all silt control measures will be installed. These include silt traps and silt barriers (bales & silt fence) at the project site and the waste area. Some trees greater than 3” diameter at breast height will be cut. 0.2 acres of tree clearing is required at the waste area (site and access). Bat Fund Mitigation will be utilized for this project. All disturbed areas will be promptly revegetated at the end of construction using lime, fertilizer, residential or wildlife seed, and mulch, as necessary. Standard measures will be used for dust control and work hours will occur during AML’s standard time frame of 7 am to 7 pm Monday-Friday with shorter hours for (critical) work items.
Access to the site is via county roads, residential driveways and yards, and an existing access road. This project will include pre- and/or post- project maintenance and repair of existing previously constructed public county roads utilized during the construction of this project, which are administered by the county or local road authority. This construction activity will be conducted under the authority and supervision of the local public road authority and will consist of standard road construction practices appropriate to mitigate impacts to the local community from potential degraded road conditions in order to maintain public traffic safety.
Bardstown-Nelson County Airport – Samuels Field – T-Hangar Grade, Drain, & Foundation Project-Rebid
Bardstown-Nelson County Airport – Samuels Field – T-Hangar Grade, Drain, & Foundation Project-Rebid
The project includes, but is not limited to grading, asphalt paving, concrete foundation,
drainage, seeding, sodding, and temporary erosion control measures as shown on the
plans and indicated in the specifications.
Bardstown-Nelson County Airport – Samuels Field – T-Hangar Building Erection Project-Rebid
Bardstown-Nelson County Airport – Samuels Field – T-Hangar Building Erection Project-Rebid
The project includes the erection of a pre-engineered metal building provided by the Airport Board. There will be 2 – 12’x12’ garage doors provided and installed by the Building Erection Contractor.
The project is for the replacement of three (3) exhaust fans at the Peter P. Bosomworth Health
Sciences Research Building located at 1095 Veterans Drive, Lexington, KY 40536.
The project is to demolish and remove Tate Page Hall located on the main campus of Western Kentucky
University in its entirety including footers/foundations and existing underground utility piping. The
building is of concrete or frame construction originally built in 1970 consisting of 138,600 total gross
square feet on four levels (one on-grade with three elevated levels). The building is slab on grade.
5424 Bruce Ave Bank Stabilization and Green Infiltration Project
5424 Bruce Ave Bank Stabilization and Green Infiltration Project
Sealed Bids addressed to the Louisville and Jefferson County Metropolitan Sewer District, 700 West Liberty Street, Louisville, Kentucky 40203 for the construction of the 5424 Bruce Ave Bank Stabilization and Green Infiltration Project, Contract No. 2021-019, Budget ID No. H19060, will be received at the office of MSD until 10:00 a.m., Local Time, April 8, 2021, and will be publicly opened and read at that place and time. The public may attend the bid opening via teleconference call.
Description and location of Project: This project includes two infiltration trenches and downspout capture, drainage culvert replacement, removal of existing boulder toe wall and redi rock wall along approximately 280 linear feet of drainage channel and final restoration of site at 5424 Bruce Ave. All work shall be done in accordance to MSD’s Standard Specifications.
There will be a non mandatory pre-bid meeting held for this project. Held Onsite, April 6th, 2021 at 10:00
am Local Time.
The Engineer’s Construction Cost Estimate for this project is between $ 110,000.00 and $140,000.00.
The bid documents will be available on, March 25, 2021, online at www.msdbids.com. The charge for each set of bid documents is outlined on the above-referenced web site.
Persons wishing to view the bid documents may do so online at www.msdbids.com or at the following locations: Builders Exchange of Louisville, Inc., 2300 Meadow Drive; Associated Builders & Contractors of Kentuckiana, 1810 Taylor Avenue; and F. W. Dodge, 1812 Taylor Avenue; all located in Louisville, Kentucky; and the Associated General Contractors of Kentucky, 2321 Fortune Drive, Suite 112, Lexington, Kentucky.
The Project Manager for this Invitation to Bid is Colette Easter. All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer Barry Pickett at Barry.Pickett@louisvillemsd.org.. Questions received less than two days prior to the date for opening of bids will not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. All inquiries and questions between the bid opening and the contract awarding shall be directed, in writing, to MSD’s Chief Engineer, David W. Johnson, P.E.
MSD SUPPLIER DIVERSITY MINORITY AND WOMAN BUSINESS ENTERPRISE PROGRAM POLICY AND PROCEDURES MANUAL (MBE/WBE PROGRAM) – FOR CONSTRUCTION CONTRACTS $150,000 AND GREATER for Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) subcontracting participation. Effective June 1, 2020, MSD has adopted and implemented the revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual, modifying the MBE and WBE participation goals on construction services and construction-related services, in accordance with the MSD Disparity Study (Study). The Study provided the factual predicate for MSD to establish new MBE and WBE goals in MSD contracting. The MSD MBE\WBE Program modified subcontracting goals are listed below:
If selected as applicable below, the Contractor must subcontract at least 18.0% of the total amount of the Contract Bid price to certified African American minority-owned businesses, at least 2.0% of the total amount of the Contract Bid price to a certified Asian-Indian American minority-owned businesses, and at least 15.0% total amount of the Contract Bid price to certified Caucasian Female businesses. If the Contractor is unable to meet the goals, they must demonstrate adequate “GOOD FAITH EFFORTS” in accordance with the MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) – (see MSD MBE/WBE Program – Construction Subcontracting Goal Documents and Forms at http://louisvillemsd.org/SupplierDiversity/forms).
All inquiries and questions prior to the bid opening shall be directed, in writing, to MSD’s Procurement Buyer, Barry Pickett at Barry.Pickett@louisvillemsd.org. Due to the current Coronavirus (COVID-19) pandemic measures, MSD will be hosting a Teleconference call in the place of a face-to-face public opening. MSD will also post the As-Read Bid Summary as soon as available. To take part in the Bid Opening Teleconference Call, please call 502-654-8113 and enter code 430282486#.
MSD SUPPLIER DIVERSITY PROGRAM: Not Applicable
The revised MSD Supplier Diversity Minority and Woman Business Enterprise Program Policy and Procedures Manual (MBE/WBE Program) is effective June 1, 2020. If applicable, the goals are as follows:
18.0% MBE – African American, 2.0% MBE – Asian-Indian American and
15.0% WBE – Caucasian Female participation respectively required for this project.
MSD BID DISCOUNT: Applicable
This MSD construction project is bid and advertised as: check applicable below
Construction Services: X
Construction-related Services:
LOCAL LABOR COMMITMENT PREFERENCE: No
COMMUNITY BENEFITS PROGRAM: No
The contract will be awarded on the basis of the lowest, responsive, responsible bid, subject to the approval of the MSD Board. MSD reserves the right to reject any or all bids or waive any informality in any bid.
MBE and WBE businesses are encouraged to bid on this project as a prime contractor.
LOUISVILLE AND JEFFERSON COUNTY
METROPOLITAN SEWER DISTRICT
David Johnson, P.E.
Chief Engineer
Rene’ Lindsay, CPPO
One Water Chief Procurement Officer
The work includes interior renovation in Building B. The goal of the work is to renovate three existing rooms currently used as classrooms and storage to create space for a new othotics program. The program will require one room for student work benches and instruction, a large lab for plaster and thermoplastics, an area for carving, an area for lamination of finished forms, and a sewing area.
New door openings will be added where needed. Finishes will be refurbished as needed. Existing ceilings will be replaced with new grid and S.A.T. Existing vct will be removed and the slab will be cleaned and sealed.
HVAC systems will be updated to accommodate the new layout of the spaces with new equipment installed. New plumbing fixtures will be installed and tied to existing supply and drain lines.
Electrical systems will be updated as needed for new equipment with power and lighting being reconfigured to accommodate the new layout of the rooms.
The project is the Kentucky State Police, Academy Campus Roof Replacement, 380 Coffee Tree Road, Frankfort, Kentucky, Franklin County. Project consist of (6) existing buildings w/ eight different roof areas totaling 18,650 GSF. All project roof areas shall receive either a new metal panel roof system on ice and water shield at existing shingle roofs (to be demolished), or new cover-over retrofit type metal panel roof system at existing metal roofs ( to remain in place). Provide new metal panel wall system at Classroom #1 (1,415 SF). Demolish existing vinyl siding gable ends where indicated and replace with metal wall panels. Provide new metal panel ceiling system at Classroom #2 & #4 front porches only (624 SF). Provide new rake, fascia & soffit prefinished metal trims + gutters & downspouts at all buildings. Provide new replacement louver vents at gable ends. All PVDF finishes for new metal panel systems, soffit, ceiling and trims shall have 45-year paint warranty (Kynar-500 paint). Classroom #4 has some exterior roof framing corrections to prepare for mtl panels (not structural)
City of Jenkins – Lakeside Drive Sidewalk Improvement
City of Jenkins – Lakeside Drive Sidewalk Improvement
Project consists of: Concrete Sidewalk Construction including the relocation of water and storm sewer utilities and the construction of curb, gutters and sidewalks.
Franklin County Fiscal Court – Renovation of 231 E. Main Street Building
Franklin County Fiscal Court – Renovation of 231 E. Main Street Building
The Franklin County Fiscal Court is requesting sealed bids for the renovation of the former
Health Department building with associated mechanical / electrical / plumbing and site work.
Furnishing one 40 KW, 120/240 volt, 1-phase, 3-wire exterior pad mounted, propane fueled generator with weather enclosure. Contractor shall be responsible for furnishing the propane tank and all associate piping and connection to the generator. Revise existing electric service entrance to allow generator to serve entire facility. Provide disconnect switches and automatic transfer switch. Install panelboard in existing garage building. Provide exterior concrete pads and excavation for underground services.
Furnishing one 40 KW, 120/240 volt, 1-phase, 3-wire exterior pad mounted, propane fueled generator with weather enclosure. Contractor shall be responsible for furnishing the propane tank and all associate piping and connection to the generator. Revise existing electric service entrance to allow generator to serve entire facility. Provide disconnect switches and automatic transfer switch. Install panelboard in existing garage building. Provide exterior concrete pads and excavation for underground services.
Louisville Water Company is requesting Bids for the Phase 2 renovation of the Crescent Hill Filter Plant Chemical & Lab Buildings located at 3018 Frankfort Avenue. Phase 2 project renovations shall consist, but not be limited to, demolition of existing structures, in
conflict with the improvements, updating all existing building areas and reclaiming all unused existing floor space for repurposing, adding new floor space with the construction of new concrete floors, and structural steel supports for the 2nd through 7th floors in the
Chemical Building which also includes completing construction of two fire rated stairwells to the new 7th floor, install a fire pump and fire protection sprinklers throughout the Lab, and Chemical Buildings, upgrade the one existing elevator with all new cab, lift mechanicals and all new controls, renovation of the existing locker rooms and restrooms and abatement of lead paint within limits of the project, including all labor, rigging, equipment and materials.
A pre-bid meeting to discuss the Project and to tour the work site will be held on April 6, 2021 at 10:00am EST/EDT. at Crescent Hill
Training Room in the Crescent Hill Pump Station Bldg, 201 Stilz Ave, Louisville, KY 40206. Attendance at this meeting is strongly
recommended.
Bidders and Subcontractors will be allowed an opportunity to revisit the site independently and review. This opportunity will only be
allowed during specified dates and times with the accompaniment of an authorized LWC representative.
Additional Project Review Opportunities will be held on:
Thursday, April 8, 2021 from 9:00am – 11:00am
Tuesday, April 13, 2021 from 9:00am – 11:00am
Thursday, April 15, 2021 from 9:00am – 11:00am
Questions or inquiries relating to this project must be submitted in writing via email at least seven (7) calendar days prior to the bid
opening date. All questions and inquiries must be sent to the Buyer, Renee Fromme, email at rfromme@lwcky.com.
The Company’s Project Manager’s estimate for the Contract plus Company supplied materials for this Project is $5,000,000 –
$10,000,000. If the Company’s Project Manager’s estimate for the Contract plus Company supplied materials exceeds $250,000: a
Bid Bond is required. For this Contract, a Bid Bond is required.
Bids will only be accepted from Bidders who have been pre-qualified by the Company in the pre-qualification category or categories
that apply to this Bid. This bid requires prequalification in all of the following prequalification categories: Prime contractor must be
prequalified in “Heavy Construction – Plant Work”, OR “Building”. Subcontractors doing electrical, must be prequalified in
“Electric”, HVAC contractor must be prequalified in “HVAC”, Elevator Work must be prequalified in “Elevator Repair &
Replacement”, Painting subcontractor must be prequalified in “Painting” . For information about pre-qualification, contact the Buyer
listed above.
Award of the Contract will be based on base bid pricing and is at the Company’s sole discretion. Alternate bid(s) may or may not be
awarded. The Company will award the Contract to the Bidder presenting a Bid that is responsive to the Specifications, is in
substantial compliance with the Contract requirements, and presents the lowest and best price for performing the Work making up the
base bid. The Company may accept the Bid that the Company determines is in the Company’s best interest, which may not necessarily
be the least expensive Bid.
Bid Documents may be obtained from Lynn Imaging located at 11460 Bluegrass Pkwy, Louisville, KY 40299, (502) 499-8400 and
www.lwckyplanroom.com. One copy of the Bid Documents (includes technical specifications and a full set of plans) will be available
at no charge (not including shipping/delivery charges) to Contractors that are prequalified with Louisville Water Company in the
category(ies) specified for this bid. For details regarding the charges that apply to non-prequalified contractors, go to
www.lwckyplanroom.com.
Blue Grass Airport – On Call General Aviation Engineering Services
Blue Grass Airport – On Call General Aviation Engineering Services
The Project shall consist of on-call engineering and project estimation services for
airport development projects, focusing on pavement maintenance, at the Blue Grass
Airport. Identified projects will require preliminary engineering and design sufficient
to provide an accurate construction cost estimate, with the possibility of additional
final design and construction administration services.
City of Frankfort – Holly Hills Stormwater Improvements
City of Frankfort – Holly Hills Stormwater Improvements
Mobilize (and demobilize at the end of the project) to the project site providing all traffic control,
and any erosion/sedimentation control measures, all dewatering/pumping around work areas, to
complete the project to improve the drainage system in the Holly Hills neighborhood. The project
includes: removal of 120 LF of existing corrugated metal pipe (36” x 48” approximately) and
replacement with 120 LF of Reinforced Concrete Box Culvert (36” x 60”); Headwalls at the
upsteam and downstream inverts of the Reinforced Concrete Box Culvert; 365 LF of concrete
trickle channels; headwall installation at existing 12” drainage pipe; grading and cleanup.
