8-Project Manual.pdf

Cincinnati, Ohio

Cleveland, Ohio

Raleigh, North Carolina

THPLTD.COM

PARKING AUTHORITY

OF RIVER CITY

FY26 Garage Repair Package B

PRIMARY CONTACTS

Anthony Mette

Principal

(513) 241-3222 amette@thpltd.com

Andrew Harvey

Project Manager

(513) 241-3222 aharvey@thpltd.com by THP Limited, Inc. • August 2025 • THP #25171.00

PROJECT MANUAL

mailto:amette@thpltd.com mailto:aharvey@thpltd.com

Parking Authority of River City

August 2025

THP #25171.00

Project Manual and Drawing Index

000010 - 1

PROJECT MANUAL INDEX

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

004100 Bid Form

DIVISION 01 - GENERAL REQUIREMENTS

011000 Summary of Work 012100 Allowances 012200 Unit Prices 012300 Alternates 012600 Contract Modification Procedures 012900 Payment Procedures 013300 Submittals Procedures 014000 Quality Requirements 014216 Definitions and Standards 015000 Temporary Facilities and Controls 015600 Barriers 017700 Closeout Procedures

DIVISION 02 - EXISTING CONDITIONS

024119 Selective Structure Demolition

DIVISION 03 - CONCRETE

030100 Concrete Repairs 033810 Post-Tension Garage Cable Repairs 036423 Epoxy Injection Repairs

DIVISION 04 - MASONRY

040100 Masonry Repairs

DIVISION 05 - METALS

055000 Miscellaneous Metals

DIVISIONS 07 - THERMAL AND MOISTURE PROTECTION

071800 Vehicular Traffic Membrane 071900 Stone Consolidation Treatment 071950 Corrosion Inhibitor 079000 Expansion Joints 079200 Sealants

DIVISION 09 - FINISHES

099100 High Performance Coatings

DIVISION 22 - PLUMBING

221400 Drains and Piping

DIVISION 32 - SITE WORK

321723 Pavement Markings

Bid Form

004100 - 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 004100

BID FORM

Bid for Parking Authority of River City FY26 Garage Repair Package B (Divisions 01 through 32).

Bid submitted by Date _________ 2025.

A partial bid of the project will not be accepted; Contractor must bid all work items.

We, the undersigned, having familiarized ourselves with the local conditions affecting the cost of the Work, and with all Contract Documents for this Work, and also having visited the site and the structure incorporated in the Work, and having received and become familiar with and incorporated into the make-up of the Specifications, the following addenda:

Addendum Number Date Received Contractor Receipt Confirmation for the construction of Parking Authority of River City FY26 Garage Repair Package B in conformance with the DRAWINGS AND SPECIFICATIONS prepared for the same by:

Hereby proposes to furnish all labor, equipment, utilities, and transportation to furnish and deliver all materials and to perform and supervise all Work as required by the said DRAWINGS AND SPECIFICATIONS, ADDENDA AND CONDITIONS OF THE CONTRACT, for completing the DIVISIONS OF WORK hereinafter designated, for the sums of money enumerated for the said divisions, the sums representing, respectively:

A. Base Bid: (Total Cost for all work included in the Contract Documents, inclusive of all lump sum and unit price work efforts. Also included with the Base Bid is the Allowance as stated in Section 012100.)

For the sum of ............................................................................... ($ )

___________________________________________________________________ Dollars

004100 - 2

1. 1st & Main Parking Garage Base Bid Itemization: (Total Cost for all work included in the Contract Documents, inclusive of all lump sum and unit price work efforts outlined below.)

For the sum of ............................................................................... ($ )

Item Description UNIT Quantity UNIT PRICE Total Price

A GENERAL CONDITIONS: MOB. DEMOB, BARRICADES, ETC. LUMP NA NA

B UP: 1/501 SHALLOW CONCRETE FLOOR REPAIR SQ. FT. 25

C UP: 2/501 CONCRETE PT SLAB REPAIR SQ. FT. 50

D UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 50

E UP: 4/501 OVERHEAD PT SLAB REPAIR SQ. FT. 50

F UP: 1/701 RANDOM CRACK LF. 300

G

1/301: REMOVE EXISTING FLAG POLE AND WATERPROOFING

REPAIRS

LUMP NA NA

H

2/301: DRAIN STACK PAINTING AND WATERPROOFING

REPAIRS

LUMP NA NA

I

KEY NOTE 12-14, 16, &17 - LEVELS 2 TO 6: INSTALL SLAB

MEMBRANE STRIPS ALONG THE CONSTRUCTION JOINT WITH

SEALANTS/STRIPING

LUMP NA NA

J

KEY NOTE 11, 13, 14, 16, &17 - LEVEL 2: REMOVE AND

REPLACE SLAB MEMBRANE WITH SEALANTS/STRIPING

LUMP NA NA

004100 - 3

2. 5th Street Parking Garage Base Bid Itemization: (Total Cost for all work included in

For the sum of ............................................................................... ($ )

B 3/401: REMOVE/REBUILD MASONRY PIER, LUMP NA NA

C 5/401: MASONRY REPAIRS AT 4 LEVELS LUMP NA NA

D 6/601: BRICK EXPANSION JOINT REPAIRS AT 9 LOCATIONS LUMP NA NA

E

SOUTH, WEST ELEVATION: ISOLATION JOINT SEALANT

REPLACEMENT

LUMP NA NA

F

NORTH, WEST, SOUTH ELEVATIONS: COAT EDGE OF SLABS

AND ENDS OF GIRDERS

LUMP NA NA

G

NORTH, WEST, SOUTH ELEVATIONS: REPOINTING MORTAR

AT THE TOP AND BOTTOM OF SLAB EDGES

LUMP NA NA

H UP: 3/601: BRICK SINGLE UNIT REPLACEMENT LOC. 10

I UP: 4/601: BRICK MULTIPLE UNIT REPLACEMENT SQ. FT. 20

J UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 20

K UP: 8/501 POST TENSIONED SLAB POCKET REPAIR LOC. 10

L

CASH ALLOWANCE: STEEL SHELF ANGLES AT MASONRY

BACK-UP WALLS

LUMP NA NA 10,000.00$

M UP: 5/501 BARRIER CABLE REPAIR (200 FOOT LENGTH) LOC. 5

N UP: 5/501 BARRIER CABLE REPAIR (20 FOOT LENGTH) LOC. 0

004100 - 4

3. 8th & Main Parking Garage Base Bid Itemization: (Total Cost for all work included in

For the sum of ............................................................................... ($ )

B 3/301: METAL RAIL REPLACEMENT LUMP NA NA

C 4/301 & 5/301: FAÇADE BRICK LEDGE REPAIR LUMP NA NA

D UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 20

E UP: 4/501 OVERHEAD PT SLAB REPAIR SQ. FT. 20

F UP: 1/701 RANDOM CRACK LIN. FT. 200

H UP: 9/702 WINGED COMPRESSION SEAL REPAIR LIN. FT. 30

I

UP: KEY NOTE 6: EPOXY INJECTION INTO OVERHEAD

CRACKS

LIN. FT. 80

004100 - 5

4. Arena Parking Garage Base Bid Itemization: (Total Cost for all work included in the Contract Documents, inclusive of all lump sum and unit price work efforts outlined

For the sum of ............................................................................... ($ )

B

KEY NOTE 3, 6, & 8: GARAGE ENTRANCE/EXIT: REMOVE &

REPLACE SLAB MEMBRANE WITH SEALANTS/STRIPING

LUMP NA NA

C

KEY NOTE 3, 6, & 8: EXISTING MEMBRANE STRIPS: REMOVE &

REPLACE SLAB MEMBRANE WITH SEALANTS/STRIPING

LUMP NA NA

D

KEY NOTE 4, 6, & 8: LEVELS 2 & 3: REPLACE CONST JOINT

SEALANT AND INSTALL SLAB MEMBRANE WITH STRIPING

LUMP NA NA

E

3/701: ENTRANCE CONSTRUCTION JOINT SEALANT

REPLACEMENT

LUMP NA NA

F UP: 14/302 DRAINPIPE REPLACEMENT LIN. FT. 50

G UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 20

H UP: 1/701 RANDOM CRACK LIN. FT. 2000

004100 - 6

5. Brown Parking Garage Base Bid Itemization: (Total Cost for all work included in the

For the sum of ............................................................................... ($ )

B 6/301: BEAM WATERPROOFING REPAIRS LUMP NA NA

C

6/701 & 7/701: STAIR TOWER WINDOW SEALANT

REPLACEMENT

LUMP NA NA

D UP: 7/301 ANCHOR POCKET GROUT REPAIRS LOC. 20

E UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 20

F UP: 6/501 CONCRETE CURB EDGE REPAIR SQ. FT. 20

G UP: 8/501 POST TENSIONED SLAB POCKET REPAIR LOC. 30

004100 - 7

6. Glasswork Parking Garage Base Bid Itemization: (Total Cost for all work included in

For the sum of ............................................................................... ($ )

B CASH ALLOWANCE - STAIR RAIL PAINTING AND REPAIRS LUMP NA NA 15,000.00$

C 10/302: BARRIER CABLE GROUT REPAIRS LUMP NA NA

D 2/701: STAIRS RAIL POST WATERPROOFING LUMP NA NA

E

KEY NOTE 3, 5, 6, & 7: REMOVE & REPLACE SLAB MEMBRANE

WITH SEALANTS/STRIPING

LUMP NA NA

F UP: 5/501 BARRIER CABLE REPAIR (100 FOOT LENGTH) LOC. 0

G UP: 1/501: SHALLOW CONCRETE FLOOR REPAIR SQ. FT. 30

H UP: 9/502: RAIL INSERT REPAIR LIN. FT. 2

I UP: 1/701: RANDOM CRACK LIN. FT. 200

004100 - 8

7. Jefferson Center Parking Garage Base Bid Itemization: (Total Cost for all work included in the Contract Documents, inclusive of all lump sum and unit price work efforts outlined below.)

For the sum of ............................................................................... ($ )

B CASH ALLOWANCE - STAIR RAIL PAINTING AND REPAIRS LUMP NA NA 15,000.00$

C

AT STAIRS REPLACE COVE SEALANT AT TREADS AND

LANDINGS

LUMP NA NA

D AT STAIR LIP INSTALL SEALANT. LUMP NA NA

E UP: 9/501 EXPANSION JOINT HEADER REPAIRS LIN. FT. 15

004100 - 9

8. Omni Parking Garage Base Bid Itemization: (Total Cost for all work included in the

For the sum of ............................................................................... ($ )

B

9/302: BEARING PAD REPAIRS AT THE UNDERSIDE OF

EXPANSION JOINT

LUMP NA NA

C

11/302: COVE SEALANT REPAIR AT THE ENDS OF EXPAINSION

JOINTS

LUMP NA NA

D UP: 1/501 SHALLOW CONCRETE FLOOR REPAIR SQ. FT. 20

E UP: 3/501 VERTICAL SURFACE CONCRETE REPAIR SQ. FT. 20

F UP: 4/501 OVERHEAD PT SLAB REPAIR SQ. FT. 20

G UP: 1/701 RANDOM CRACK LIN. FT. 300

H UP: 9/702 WINGED COMPRESSION SEAL REPAIR LIN. FT. 35

004100 - 10

9. Riverfront Parking Garage Base Bid Itemization: (Total Cost for all work included in

For the sum of ............................................................................... ($ )

B

CASH ALLOWANCE - KNOCK DOWN, STAIR RAIL PAINTING,

AND SHORING

LUMP NA NA 35,000.00$

C

15/302 & 16/302: OFFICE WALL INTERIOR AND EXTERIOR

WORK

LUMP NA NA

D COLUMN L17 REPAIRS LUMP NA NA

E UP: 13/302 TRENCH DRAIN REPAIRS LOC. 4

F UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 100

G UP: 4/501 OVERHEAD CONCRETE REPAIR SQ. FT. 300

H UP: 7/501 BEAM BOTTOM REPAIRS SQ. FT. 10

I UP: NEW TRENCH DRAIN INDIVIDUAL GRATE LOC. 25

004100 - 11

10. Seelbach Parking Garage Base Bid Itemization: (Total Cost for all work included in

For the sum of ............................................................................... ($ )

B 8/301: REPAIR SPEED HUMP LUMP NA NA

C

KEY NOTE 12-16: INSTALL SLAB MEMBRANE/CORROSION

INHIBITOR WITH SEALANTS/STRIPING

LUMP NA NA

D UP: 1/501 SHALLOW CONCRETE FLOOR REPAIR SQ. FT. 20

E UP: 2/501 CONCRETE PT SLAB REPAIR SQ. FT. 300

F UP: 3/501 VERTICAL SURFACE REPAIR SQ. FT. 50

G UP: 4/501 OVERHEAD PT SLAB REPAIR SQ. FT. 50

H

UP: 10/702: WINGED COMPRESSION SEAL JOINT

REPLACEMENT

LIN. FEET 100

I UP: 14/502 EXPANSION JOINT BLOCKOUT REPAIR LIN. FT. 30

J UP: 13/502 SUPPLEMENTAL FLOOR DRAIN LOC. 5

K UP 1/701 RANDOM CRACK LIN. FT. 750

L UP: 8/801 MEMBRANE SYSTEM PATCH REPAIR SQ. FT. 500

004100 - 12

B. Alternate Bid - 1st & Main Parking Garage: (Total Cost for all work included in the Contract Documents, inclusive of all lump sum and unit price work efforts outlined below).

A ALT NO. 1 - UP: 3/601: BRICK SINGLE UNIT REPLACEMENT LOC. 10

B ALT NO. 1 - UP: 4/601: BRICK MULTIPLE UNIT REPLACEMENT SQ. FT. 50

C

ALT NO. 1 - UP: 3/501: VERTICAL SURFACE REPAIR - SLAB

EDGE

SQ. FT. 30

D ALT NO. 1 - UP: 8/501: POST TENSION SLAB POCKET REPAIRS LOC. 80

E

ALT NO. 1 - SIDEWALK WORK - SEALANT, STONE

REPOINTING, AND CONSOLIDATION TREATMENT

LUMP NA NA

F

ALT NO. 1 - WINDOW PERIMTER SEALANTS AND WET

SEALING

LUMP NA NA

G ALT NO. 1 - WINDOW SILL SEALANT REPAIRS LUMP NA NA

H ALT NO. 1 - COAT EDGE OF SLABS LUMP NA NA

I ALT NO. 1 - ALL LEVELS SLAB EDGE VENTS AND REPOINTING LUMP NA NA

J

ALT NO. 1 - ALL LEVELS BRICK COLUMN REPAIRS (180

LOCATIONS)

LUMP NA NA

004100 - 13

C. Labor Rates: (inclusive of all overhead, profit, benefits, and all other costs associated with the performance of any work efforts).

1. Laborer hourly pay rate for work performed during normal work hours .................................................................... ($ )

__________________________________________________ Dollars per person hour

2. Laborer hourly pay rate for work performed outside normal work hours (standard overtime rate) ........................... ($ )

3. Mason (Foreman or bricklayer) hourly pay rate for work performed during normal work hours ................................................... ($ )

4. Mason (Foreman or bricklayer) hourly pay rate for work performed outside normal work hours (standard overtime rate) .......... ($ _______ )

D. Project Team

Project Manager .................................................................... _______________________

Assistant Project Manager or General Superintendent .......... _______________________

Site Foreman ......................................................................... _______________________

Project Management Supervision Requirements:

• Project Manager or Assistant Project Manager/Superintendent must be on site a minimum of 10% of the time, on a regular reoccurring basis, during performance of work.

• Site Foreman must be on site 100% of the time.

004100 - 14

The undersigned states that this Proposal is made in the character or capacity checked in this paragraph, that he or she is the agent of, and is duly authorized to sign for

(Legal Name of Firm)

(Address - No P.O. Box allowed)

City State Zip Code that the Proposal is signed with the full understanding of the plans, provisions, specifications, and the foregoing terms of the Proposal.

Dated at this day of ___2025.

SIGNATURES

Name and Address of all Partners

Name of Organization

By

Attest:

(Seal) Title of Person Signing

END OF SECTION

Summary of Work

011000 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Concrete Repairs.

2. Post-tensioned Garage Cable Repairs.

3. Barrier Cable Repairs.

4. Epoxy Injection Repairs.

5. Masonry Repairs.

6. Miscellaneous Metals Repairs.

7. Vehicular Traffic Membrane Installation.

8. Sealant Repairs.

9. High Performance Coating at Guardrails.

10. Pavement Markings.

11. Barriers.

B. Alternates

1. 1st & Main Garage Façade Repairs.

1.2 CONTRACTS

A. A complete Bid including all Base Scope and Alternate Work Items must be received from the Contractor.

1.3 CONTRACTOR'S DUTIES

A. Assume all Contractor responsibilities and provide for the Work required by the Contract

Documents.

B. Give required notices where and when requested.

C. Comply with codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on the performance of the Work.

D. Pay all legally required taxes. Refer to Bidding Requirements, General Conditions for information relative to sales tax for which the Owner is exempt.

E. Apply, secure, and pay for all required local permits, fees, licenses, and approvals per the General Conditions of the Contract.

1.4 NOTES TO CONTRACTOR

011000 - 2

A. The division of the body of the Specifications into various Parts has been arranged for clarity in the delineation of the various parts of the whole Work. It is not the intent of such division to develop any secondary responsibilities for the satisfactory completion of the Work and all of its parts as required of the Contractor by the Contract Documents, nor is the assignment of any parts of the Work to any trade or craft to be inferred from the Contract Documents.

B. Division 01 Specifications typically address items in a general nature and the Contractor must take notice that more specific requirements may be included in the Technical

Sections.

1.5 PROJECT COORDINATION

A. The Contractor has full responsibility and authority regarding the scheduling and coordination of the Work within the Contract time and within the requirements of Article

1.7.

B. The Contractor also has full responsibility for the completeness and quality of the Work as outlined in the Contract Documents, and must staff the project with qualified, competent personnel to the extent required for the Work.

C. The Contractor’s Project Manager and Lead Project Superintendent are subject to the review and approval of the Owner. Upon request at any portion of the project (i.e. pre-award, post-award and prior to project start, or during the project), the Contractor shall produce a detailed resume, with references, documenting the experience of the Project

Manager and Lead Project Superintendent for the Owner’s review and approval.

D. All subcontractors shall abide by the Project Schedule and coordination requests made by the Contractor.

E. If a subcontractor is substantially responsible for specific components of the Work (i.e.

concrete repairs or new concrete placements, waterproofing efforts, electrical work, painting, etc.), the Contractor must have a regular, periodic site presence during those efforts, not less than two separate days per week, nor less than 20 percent of the total work week time, to provide a level of coordination and quality control consistent with that expected of a wholly self-performing Contractor labor force.

F. Unless otherwise directed or allowed, the Owner (or the Owner's representative) communicates directly with the Contractor. All dealings and decisions regarding execution of the Work shall be from the Owner, (or Owner's representative,) to the

Contractor, and the reverse flow.

G. The Contractor communicates directly with the subcontractors, vendors, and suppliers.

At the Engineer’s option, direct communications between the Engineer and subcontractor may occur, for clarification of material delivery, installation procedures, technical support, logistics and other matters. Contractor will be kept advised of any such Engineer/subcontractor communications.

H. The subcontractor shall coordinate with the Contractor who has the overall responsibility for the Work.

I. Where Work of any one Section of the Specifications affects the Work of other Sections, successive Work shall not be installed until conditions have been inspected by the

Contractor and are satisfactory for successive Work. Installation of successive Work

011000 - 3 shall serve as the Contractor’s acceptance and confidence with the conditions being covered by subsequent work. The performance of successive Work shall be the responsibility of the Contractor to coordinate.

J. Contractor is required to be on site to conduct regular, weekly job progress meetings with the Owner. Contractor shall include Engineer via telephone for said progress meetings.

K. The Owner reserves the right to hold additional job progress and coordination meetings on an as-needed basis as determined by the Owner. The Contractor shall be given 48 hours’ notice (when possible) to said meeting.

L. A preconstruction project meeting shall be held by the Owner prior to the start of work.

1.6 APPLICABLE CODES

A. The Contractor shall comply with all Federal, State and Municipal laws, codes, ordinances and regulations applicable to the Work in this Contract and also with all requirements of the National Fire Protection Association, the National Electric Code, and the Occupational Safety and Health Administration (OSHA). If the above laws, codes, or ordinances conflict with this Specification, then the laws, codes or ordinances shall govern, except in such cases where the Specification exceeds them in quality of materials or labor, then the Specifications shall be followed.

1.7 SCHEDULING

A. The Construction Project Schedule shall be prepared using the Critical Path Method

(CPM) of network calculations. The Schedule Manager shall provide the schedule in either the Precedence Diagram Method (PDM) or the Arrow Diagram Method (ADM). A bar chart Construction Project Schedule listing all work activities and durations may be provided if approved in advance by the Owner.

B. The Construction Project Schedule shall include a detail program for construction, purchasing of critical materials, and for submission of shop drawings and samples. All construction activities must show work phasing requirements. The schedule must be signed by an official of the firm. It must be realistic as its faithful execution will be considered a commitment, not an estimate

C. Within 7 days after Notice of Award, submit the Construction Project Schedule within the requirement items below.

D. Work Hours and Site Restrictions

1. Normal working hours are 7:00 AM to 9:00 PM, Monday through Friday. Coordinate work hours with local noise ordinance.

2. Work requested by the Contractor to be performed outside of normal working hours must be approved and coordinated through the Owner. Provide the Owner a minimum of 4 working days’ notice prior to the requested time to perform work outside normal working hours. Such request shall include type of work to be performed and expected duration.

3. Work performed outside of normal business/working hours shall be performed at no

011000 - 4 additional cost to the Owner. Additional cost incurred for testing and inspection, including services of the Engineer or Owner's representative shall be solely borne in full by the Contractor.

4. Change order work that is to be performed on a time and materials basis shall be billed as if performed during normal work hours. In the event that work is required to be performed outside normal work hours due to schedule or site restrictions, the

Contractor shall be compensated at their standard overtime rate.

5. Odor or fume producing work performed in the vicinity of fresh air intakes (or similar occupied building access points) must be performed at night after the shutdown of fresh air intakes. At the Contractor’s option, and if approved in advance by the

Owner, work may begin prior to air intake shutdown. If work is elected to begin prior to intake shutdown, the Contractor shall at their expense, employ measures to draw fresh air from areas beyond the work activities that produce odors/fumes. All methods or procedures must be approved by, and meet, the satisfaction of the

Owner.

6. When work is performed which may create a hazard to persons or property above, below or in the proximity of the work, those areas shall be blocked or otherwise protected to eliminate the hazard.

7. All work at entry/exits is to be performed in such a manner to allow traffic flow in and out without significantly constricting the accessibility.

8. The Contractor is responsible for securing work area for performance of the Work.

E. Work Phasing

1. Arrange the Construction Progress Schedule to show each work area of construction for each type of work.

2. All activities shall be identified in the Construction Progress Schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area.

3. Refer to Phasing Drawings for parking space closure and other work restrictions.

F. Milestones and Contract Completion

1. Contract Completion needs to be prior to June 30, 2026, including all clos

2. All closeout documents need to be submitted prior to Contract Completion.

3. The Contractor shall mobilize and begin work not later than 14 Calendar Days from receiving a formal Notice to Proceed or executed Contract.

4. The Contractor shall deliver submittals to the Engineer at least 7 Calendar Days prior to mobilizing. Submittals shall include but not limited to technical data information, shop drawings, certification letters, and the schedule of values.

011000 - 5

5. Should the Contractor fall behind the approved or adjusted schedule in the performance of his Work and, in the judgment of the Owner, it appears that the

Contractor cannot complete his Work within the time established by the Contract, then the Contractor shall work overtime, additional shifts or adopt such other procedures with the Owner's approval, as may be necessary to restore adherence to the schedule while maintaining the required level of quality control, testing and inspection. The full cost of such work or procedures shall be borne by the

Contractor, including the cost of additional services of the Owner or Owner's representative.

6. Work rejected by the Owner as not meeting the intent or requirements of the

Contract Documents shall be replaced by the Contractor and shall not result in additional costs to the Owner. Rejected work will not be cause for an extension to the

Contract Time.

G. Adverse Weather

1. Adverse Weather Day occurs when weather parameters (precipitation or temperature) create conditions that inhibit the ability of the contractor to work productively on all scope items outlined in the contract documents.

2. The Contractor shall assume three (3) Adverse Weather Days per month which shall be built into the overall Construction Progress Schedule.

3. Contractor should notify Owner when Adverse Weather Days are encountered, and work cannot continue on a given day.

4. The Contractor shall provide a written weekly summary of Adverse Weather Days for review.

5. An Adverse Weather Day is defined by temperature and precipitation requirements per the technical specifications.

H. Periodic Schedule Updates

1. The project schedule shall be updated every 30 days. The update shall show recommendations for adjusting the Construction Progress Schedule to meet milestone completion and Contract completion dates. Include Adverse Weather

Delays for review by the Owner for possible adjustment to the milestones and

Contract completion dates. No changes to the to the milestones and Contract completion dates unless modified via a change order to the project.

2. The Contract shall provide a two-week Look Ahead Schedule for review at the

Progress Meeting. The Look Ahead Schedule will be based on the most recent monthly update and will show only those activities that are scheduled to begin or are in progress during the week before and for two weeks after.

1.8 PROJECT CONDITIONS

011000 - 6

A. No equipment exceeding 4000 lbs. per axle, including transportation and removal equipment shall be allowed on a supported structural level.

B. Existing emergency access routes must be maintained at all times on each level of the structure where work is being performed.

1.9 LIQUIDATED DAMAGES

A. All required work shall be completed within the specified time period. If the Work is not completed for any reason, Liquidated Damages may be charged to the Contractor per the following schedule:

1. Lump sum of $300.00 per day until substantial completion is reached.

2. At Final Completion, all punch list issues shall be fully addressed to the satisfaction of the Owner, and all required project close-out documents, including final pay requests and all warranties, as–built drawings and maintenance manuals, shall be submitted to the Owner. Liquidated Damages equal to the Engineer’s costs to administer the project beyond the Final Completion date will be assessed via a reduction in the retainage payment to the Contractor.

1.10 SAFETY

A. The Contractor is responsible for all safety issues regarding performance of the Work.

B. The Contractor must submit to the Owner a copy of the contractor's safety program prior to the start of work.

C. The Contractor shall have weekly Tool Box Safety Meetings which must be attended by all Contractor and subcontractor personnel on-site.

D. Fire extinguishers shall be provided at all contractor furnished gasoline operated equipment, contractor storage area, at membrane application areas and membrane mixing areas, and at each area of other work efforts with flammable components.

Extinguishers to be 10 lb. A, B, C Class.

PART 2 PRODUCTS – NOT USED.

PART 3 EXECUTIONS – NOT USED.

Allowances 012100 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 012100

ALLOWANCES

GENERAL

1.1 SUMMARY

A. Section Includes

1. Administrative and procedural requirements for governing allowances.

a. Certain work items are specified in the Contract Documents by Allowances.

Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order.

2. Type of allowances include the following:

a. Cash allowance.

B. Related Sections

1. Section 012900: Payment Procedures.

2. Section 030100: Concrete Repairs.

3. Section 099100: High Performance Coating.

1.2 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Owner of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.

B. At request of the Owner, obtain and submit not less than three (3) proposals for the work of each allowance for use in making final selections. Include recommendations that are relevant to proper performance of the Work.

C. Purchase products and systems selected by the Owner from the designated supplier.

1.3 SUBMITTALS

A. The Contractor shall furnish and certify daily detail records of all labor and materials provided as part of the cash allowance.

B. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

C. Submit proposals for purchase of products or systems included in allowances.

D. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

Allowances 012100 - 2

1.4 ALLOWANCE MARK-UP

A. Lump-sum allowances for specific Division of Work must comply with the provisions of

General Conditions and Section 012600. Do not proceed with allowance work until submitted proposals have been approved and any cost increase above the allowance amount in the Contract is approved via a Change Order.

B. If the cost to complete the work is less than the allowance, a deduct Change Order will be prepared by the Owner for the cost difference.

PRODUCTS - NOT USED.

EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects.

Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: A cash allowance of $10,000 shall be included in the Base Bid for 5th

Street Parking Garage.

B. Allowance No. 1: A cash allowance of $15,000 shall be included in the Base Bid for

Glassworks Parking Garage.

C. Allowance No. 1: A cash allowance of $15,000 shall be included in the Base Bid for

Jefferson Center Parking Garage.

D. Allowance No. 1: A cash allowance of $35,000 shall be included in the Base Bid for

Riverfront Parking Garage.

Unit Prices 012200 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 012200

UNIT PRICES

GENERAL

1.1 SUMMARY

A. Section Includes

1. Base Bid Unit Prices.

B. Related Sections

1. Section 015600: Barriers.

2. Section 012900: Payment Procedures.

3. Section 030100: Concrete Repairs.

4. Section 033810: Post-Tension Garage Cable Repairs.

5. Section 036423: Epoxy Injection Repairs.

6. Section 040100: Masonry Repair.

7. Section 071800: Vehicular Traffic Membrane.

8. Section 079000: Expansion Joints.

9. Section 079200: Sealants.

10. Section 221400: Drains and Piping.

1.2 UNIT PRICES

A. General

1. Unit Prices include all labor, material, tools, equipment, supervision transportation, handling, storage, overhead and profit, and all other costs associated with performance of work.

2. Additions to a quantity as listed in this Section will be paid by the Owner at the unit price established on the Bid Form.

3. Deletions from a quantity as listed in this Section will be credited to the Owner at the unit price established on the Bid Form

B. The Contractor shall include the total cost for all Base Bid Unit Price items listed on the

Bid Form.

PRODUCTS - NOT USED.

EXECUTIONS - NOT USED.

Unit Prices 012200 - 2

Alternates 012300 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 012300

ALTERNATES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Add Alternate Bid Summary.

B. Related Sections

1. Section 011000: Summary of Work.

2. Section 012200: Unit Prices

3. Section 012900: Payment Procedures.

4. Section 015600: Barriers.

5. Section 030100: Concrete Repairs.

6. Section 040100: Masonry Repairs.

7. Section 079200: Sealants.

8. Section 099100: High Performance Coatings Repairs.

1.2 ALTERNATES

A. General

1. Cost for Alternates shall be complete, including all labor materials, tools, equipment, supervision, transportation, handling storage, overhead and profit and performance and material bonds.

2. The Owner may choose any or all Alternates in any order unless otherwise indicated.

3. The Owner reserves the right to reject any or all Alternates.

4. Failure to provide a cost for each requested Alternate on the Bid Form may be cause for rejection of bid by the Owner.

5. Alternates that are submitted by the Contractor at zero cost change must be indicated on the Bid Form by writing "No change in cost".

B. Provide a cost in the spaces provided in Section 004100: Bid Form for the following

Alternates. Refer to Drawings for additional information.

C. Alternate No. 1: 1st & Main Garage Exterior Façade Repairs.

PART 3 EXECUTIONS – NOT USED.

Alternates 012300 - 2

Contract Modification Procedures

012600 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 012600

CONTRACT MODIFICATION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Change of Work Procedures.

1.2 CONTRACT MODIFICATIONS

A. Minor Changes in the Work

1. Interpretation of Contract Documents or minor changes in the Work not involving changes in Contract Price or Time shall be issued by the Owner in writing and shall be executed promptly by the Contractor.

B. Contract Modifications

1. Changes to the Contract that affect the cost/time shall be processed as follows:

a. Contractor shall submit a written proposal, with a complete itemized breakdown, showing quantities and unit costs of the major items of materials, labor hours, labor costs per hour, overhead and profit, and time modifications to the Owner for review and acceptance.

b. The Owner will review the proposal and respond with one of the following:

i. Reject the proposal in writing.

ii. Issue a Construction Change Directive.

iii. Issue a Change Order.

C. Change Orders

1. Cost for change orders shall be calculated as the sum of hourly wages, materials, overhead and profit.

2. The percentage to be used for General Contractor overhead and profit shall be 15 percent for self-performed labor, 10 percent for subcontractors and 10 percent for materials and equipment.

3. The percentages to be used for Sub-Contractor overhead and profit shall not exceed

10 percent for labor and 10 percent for materials and equipment.

PART 2 PRODUCTS - NOT USED.

PART 3 EXECUTIONS - NOT USED.

Contract Modification Procedures

012600 - 2

Payment Procedures

012900 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 012900

PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Unit Prices.

2. Measurement Procedures for Unit Prices.

B. Related Sections

1. Section 012200: Unit Prices.

2. Section 015600: Barriers.

3. Section 030100: Concrete Repairs.

4. Section 033810: Post-Tension Garage Cable Repairs.

5. Section 036423: Epoxy Injection Repairs.

6. Section 040100: Masonry Repair.

7. Section 071800: Vehicular Traffic Membrane.

8. Section 079000: Expansion Joints.

9. Section 079200: Sealants.

10. Section 221400: Drains and Piping.

11. pairs.

12. Barriers.

C. Unit Prices

1. Unit prices shall apply for both additions to and deletions from the Work.

2. Unit prices shall be complete including all labor, materials, tools, equipment, supervision, transportation, handling, storage, overhead and profit, and all other costs associated with the work.

3. No monetary variance of unit prices for additive and deductive quantities will be accepted and will be cause for rejection of Bid.

4. The Owner reserves the right to accept or reject any or all unit prices.

5. All unit price items on the Bid Form must be completed. If unit price is zero, then it must be indicated as such in the space provided.

6. Failure to provide unit prices as required on the Form of Proposal may be cause for rejection of Bid.

Payment Procedures

012900 - 2

D. Measurement & Payment Procedures

1. Prior to the start of work in each work area or phase, the Contractor and the Owner will inspect the area and document locations and quantities of all unit price items. The

Contractor shall notify the Owner at least 3 days in advance of required inspection.

Refer to Section 012200.

2. Unit price items will be recorded and the date of the inspection and the persons performing the inspections will be recorded on each item sheet.

3. The Owner’s representative will measure and count the unit price items. The

Contractor will record the results.

4. At the completion of each item inspection, both the Owner and Contractor will sign the record sheets.

5. The Owner will copy the sheets and provide a copy of all sheets to the Contractor within 3 working days from the date of inspection.

6. These inspection sheets will be the only basis for determining final quantities of all unit price items.

7. Measurements will be recorded to the nearest inch.

8. For each application of payment submitted by the Contractor, a summation of all unit price items shall be sent for verification.

9. Differences in sum totals between the Owner and Contractor will be resolved by comparing quantity sheets to determine exact final quantities. Quantities NOT measured AND confirmed shall not be approved for payment.

10. The difference between an actual quantity and a specified quantity will be multiplied by the unit cost for that item to establish a dollar value. The dollar value for quantities above the unit price quantity will be added to the contract amount. The dollar value for quantities below the unit price quantity will be subtracted from the contract amount.

11. Adjustments to the contract amount will be made by approved change order.

Submittals Procedures

013300 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 013300

SUBMITTALS PROCEDURES

GENERAL

1.1 SUMMARY

A. Section Includes

1. Procedural requirements for non-administrative submittals, including shop drawings, product data, samples, and other miscellaneous work-related submittals. Shop drawings, product data, samples, and other work-related submittals are required to amplify, expand, and coordinate the information contained in the Contract Documents.

2. Shop drawings are technical drawings and data that have been specifically prepared for this project, including but not limited to:

a. Fabrication and installation drawings.

b. Setting diagrams.

c. Shop work manufacturing instructions.

d. Coordination drawings (for use on-site).

e. Schedules.

f. Concrete Mix Designs.

3. Standard information prepared without specific reference to a project is not considered to be shop drawings.

4. Product data includes standard printed information on manufactured products that has not been specifically prepared for this project, including but not limited to the following items:

a. Manufacturer's product specifications and installation instructions.

b. Standard color charts.

c. Catalog cuts.

d. Printed performance curves, independent technical analysis of performance, or similar.

e. Operational range diagrams.

f. Standard product operating and maintenance manuals.

g. Mill reports.

h. Safety data sheets (SDS) on all material provided or used in execution of the Work.

5. Samples are physical examples of work, including, but not limited to the following items:

013300 - 2

a. Partial sections of manufactured or fabricated work.

b. Small cuts or containers of materials.

c. Complete units of repetitively-used materials.

d. Swatches showing color, texture, and pattern.

e. Color range sets.

f. Units of work to be used for independent inspection and testing.

1.2 SUBMITTALS

A. General

1. Promptly after the Contract has been signed, the Contractor shall submit complete and detailed shop drawings to the Owner or its representative for the work of the various trades, and the Owner or its representative shall approve or reject them with reasonable promptness.

2. The Contractor, prior to submitting the shop drawings, shall review all shop drawings, check all conditions, check, and verify all field measurements, and mark all corrections, sign, and date each set.

3. No shop drawings will be reviewed without the signature of Contractor, which will signify that he has checked drawings.

4. No faxed copies to the Engineer for approval will be accepted.

B. Coordination of Submittal Times

1. Prepare and transmit each submittal sufficiently in advance of the scheduled performance of related work and other applicable activities.

2. Transmit different kinds of submittals for the same unit of work so that processing will not be delayed by the need to review submittals concurrently for coordination.

3. The Owner will endeavor to complete his review of submittals within 7 calendar days of receipt. Submittals shall be returned noted: “No exceptions noted”, or “Exceptions noted”, or “Exceptions noted: revise and resubmit”. Fabrication of material before the receipt of shop drawings for that material noted “No exceptions noted” shall be at the

Contractor’s risk.

C. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the work.

D. Submittal Preparation

1. Mark each submittal with a permanent label for identification. Provide the following information on the label for proper processing and recording of action taken.

a. Project name.

b. Date.

013300 - 3

c. Name and address of Owner.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Number and title of appropriate Specification Section.

i. Drawing number and detail references, as appropriate.

j. Similar definitive information, as necessary.

2. Provide a space on the label for the Contractor's review and approval markings, and a space for the Owner's "Action" marking.

1.3 SPECIFIC SUBMITTAL REQUIREMENTS

A. General

1. Specific submittal requirements for individual units of Work are specified in the applicable Specification Section.

2. Except as otherwise indicated in the individual Specification Sections, comply with the requirements specified herein for each type of submittal.

B. Shop Drawings

1. Information required on shop drawings shall include dimensions, identification of specific products and materials which are included in the Work, information showing compliance with specified standards, and notations of coordination requirements with other work.

2. Provide special notation of dimensions that have been established by field measurement.

3. Highlight, encircle or otherwise indicate deviations from the Contract Documents on the shop drawings.

4. Coordination Drawings

a. Provide coordination drawings where required for the integration of the Work, including Work first shown in detail on shop drawings or product data.

b. Show sequencing and relationship of separate units of Work which must interface in a restricted manner to fit in the space provided or function as indicated.

c. Coordination drawings are considered shop drawings and must be definitive in nature.

5. Do not permit shop drawings copies without an appropriate final "Action" marking to be used in connection with the Work.

6. Do not reproduce Contract Documents or copy standard printed information as the

013300 - 4 basis of shop drawings.

7. Initial Submittal

a. Provide an electronic version of each submittal. An electronic version will be returned. The Contractor should maintain a printed copy on site during the project.

8. Final Submittal

a. Provide an electronic version of each revised submittal after the Initial Submittal review. The Contractor should maintain a printed copy on site during the project.

C. Product Data

1. General information required specifically as product data includes manufacturer's standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, special coordination requirements for interfacing the material, product or system with other work, and material safety data sheets.

2. Preparation

a. Collect an electronic version of the required product data.

b. Mark the electronic version to show which choices and options are applicable to the project.

3. Submittals

a. Product data submittal is required for information and record and to determine that the products, materials, and systems comply with the provisions of the Contract

Documents.

b. The initial submittal is also the final submittal, except where it is observed that there is non-compliance with the provisions of the Contract Documents and the submittal promptly returned to the Contractor marked with the appropriate "Action."

4. Final Distribution

a. An electronic version of the submittals will be returned to the Contractor.

b. Furnish copies of product data to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities, and others as required for proper performance of the Work.

c. Show distribution on transmittal forms.

5. Installation Copy

a. Do not proceed with installation of materials, products, and systems until a copy of product data applicable to the installation is in the possession of the installer.

b. Do not permit the use of unmarked copies of product data in connection with the performance of the Work.

013300 - 5

D. Samples

1. Submit a minimum of two samples for visual review of general generic kind, color, pattern, and texture, and with other related elements of the Work.

2. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

3. Refer to individual Work Sections of these Specifications for additional sample requirements which may be intended for examination or testing of additional characteristics.

4. Compliance with other required characteristics is the exclusive responsibility of the

Contractor; such compliance is not considered in the Owner's review and "Action" indication on sample submittals.

5. Documentation required specifically for sample submittals includes a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. Indicate limitations in terms of availability, sizes, delivery time and similar limiting characteristics.

E. Miscellaneous Submittals

1. Inspection and Test Reports

a. Classify each inspection and test report as being either "shop drawings" or

"product data," depending on whether the report is specially prepared for the project or a standard publication of workmanship control testing at the point of production.

b. Process inspection and tests reports accordingly.

PRODUCTS - NOT USED

Quality Requirements

014000 - 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 014000

QUALITY REQUIREMENTS

GENERAL

1.1 SUMMARY

A. Section Includes

1. General: Required inspection and testing services are intended to assist in the determination of probable compliance of the Work with requirements specified or indicated. These required services do not relieve the Contractor of responsibility for compliance with these requirements or for compliance with requirements of the

Contract Documents.

2. Definitions: Quality control services include inspections, tests, and related actions, including reports performed by independent agencies and governing authorities, as well as directly by the Contractor. These services do not include Contract enforcement activities performed directly by the Owner.

3. Specific quality control requirements for individual units of Work are specified in the

Sections of these Specifications that specify the individual element of the Work. These requirements, including inspections and tests, cover both production of standard products and fabrication of customized work. These requirements also cover quality control of the installation procedures.

4. Inspections, tests, and related actions specified in this Section and elsewhere in the

Contract Documents are not intended to limit the Contractor's own quality control procedures which facilitate overall compliance with requirements of the Contract

Documents.

5. Requirements for the Contractor to provide quality control services as required by the

Owner, governing authorities or other authorized entities are not limited by the provisions of this Section.

1.2 RESPONSIBILITIES

A. Contractor Responsibilities: Except where they are specifically indicated as being the

Owner's responsibility, or where they are to be provided by another identified entity approved by the Owner, all inspections, tests and similar quality control services are the

Contractor's responsibility - these services also include those specified to be performed by an independent agency and not directly by the Contractor. Costs for these services shall be included in the Contract Sum. The Contractor shall employ and pay an independent agency, testing laboratory or other qualified firm approved by the Owner to perform quality control services specified.

B. Owner Responsibilities: The Owner will employ and pay for the services of an independent

014000 - 2 agency, testing laboratory, or other qualified firm to perform services which are the

Owner's responsibility. Such services shall be coordinated by the Contractor as required.

C. Retest Responsibility: Where results of required inspections, tests or similar services prove unsatisfactory and do not indicate compliance of related Work with the requirements of the Contract Documents, then retests are the responsibility of the Contractor, regardless of whether the original tests were the Contractor's responsibility. Retesting of Work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original Work.

D. Responsibility for Associated Services: The Contractor is required to cooperate with the independent agencies performing required inspections, tests and similar services. Provide such auxiliary services as are reasonably requested. Notify the testing agency sufficiently in advance of operations to permit assignment of personnel. These auxiliary services include, but are not necessarily limited to the following:

1. Providing access to the Work.

2. Taking samples or assistance with taking samples.

3. Delivery of samples of test laboratories.

4. Security and protection of samples and test equipment at the Project site.

E. Limitations of Authority of Testing Service Agency: The agency is not authorized to release, revoke, alter or enlarge the Contract Documents. The agency shall not approve or accept any portion of the Work. The agency shall not perform any duties of the

Contractor.

F. Coordination: The…