6-Bid Form.pdf

Parking Authority of River City FY26 Garage Repair Package B August 2025

THP #25171.00

Bid Form

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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.

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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