ITB202608_CDBG_Infrastructure_Improvement_Project__Exhibit_C.pdf
PDF 328 KB Posted
- Attached to
- Infrastructure Improvement Project
- Solicitation number
- ITB-2026-08 CDBG
- Issued by
- Santa Rosa County, Florida
About this file
This is a Contractor's Proposal form for the City of Milton, Florida's ITB-2026-08 CDBG Infrastructure Improvement Project, which encompasses street improvements on Quinn Street, Broad Street, and Okaloosa Street. The project includes comprehensive infrastructure work comprising site demolition and preparation, earthwork, base and paving operations, water and storm utilities installation, and miscellaneous improvements such as crosswalks and sodding. The Quinn Street scope involves 25 line items including erosion control, asphalt and concrete work, water main installation, and fire hydrant assembly. The Broad Street scope contains 35 line items with more extensive work including storm utility modifications, inlet installations, stormwater manhole work, and thermoplastic striping. The Okaloosa Street scope involves 14 line items focused on asphalt milling, paving, and thermoplastic markings. A mandatory Pre-Bid Conference and Site Visit was scheduled for July 21, 2026, at 11:00 A.M. at the City of Milton Council Chambers located at 6738 Dixon Street, Milton, FL 32570.
Bidders are required to submit unit prices for each line item, with the sum of individual line items constituting full payment for all work depicted in the plans and specifications. Unit prices will be used to evaluate applications for payment and as the basis for negotiating change orders resulting from owner-driven scope changes or unforeseen conditions. Bidders must provide all necessary materials, equipment, machinery, tools, and labor to complete the work in full compliance with contract documents. The project is funded through CDBG (Community Development Block Grant) sources. Bidders are responsible for independent confirmation of the Engineer's Estimate of Quantities and may markup bids to reflect disagreements with provided quantities. Contractors must certify compliance with Occupational Safety and Health Administration (OSHA) excavation standards and Florida Trench Safety Act requirements for any excavations exceeding five feet in depth. The contractor assumes responsibility for providing required insurance certificates and performance bonds within ten consecutive calendar days of contract award notification.
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00 41 00 CONTRACTOR’S PROPOSAL PAGE | 1
SECTION 00 41 00 – CONTRACTOR’S PROPOSAL
CDBG Broad, Quinn & Okaloosa St Improvements City of Milton Project Number XXXX-XXX
The City of Milton 6738 Dixon Street Milton, FL 32572 Date ___________________
The undersigned, as Bidder, hereby declares that the only person or persons interested in the Proposal as principal or principals is or are named herein; that this Proposal is made without connection with any other person, company, or parties making bid or proposal; and that it is in all respects fair and in good faith, without collusion or fraud.
The Bidder further declares that he has examined the site of the work, the Plans and Specifications for the work, the Contract Documents relative thereto, and has read all Special Provisions and Addenda furnished prior to the opening of bids; and the Bidder further declares that he has informed himself fully in regard to all conditions pertaining to the work.
The Bidder proposes and agrees, if this Proposal is accepted, to contract with the Owner in the form of contract specified, to furnish all necessary materials, equipment, machinery, tools, and labor necessary to complete the work in full and in accordance with the shown, noted, described, and reasonably intended requirements of the Contract Documents.
The Bidder is responsible for independent confirmation of the Engineer’s Estimate of Quantities provided herein. The Bidder may mark up the bid to reflect any disagreement with the provided quantities. The sum of the individual line items will be considered payment in full for all of the work depicted in the plans and specifications. Unit prices provided will be used to support review and approval of Applications for Payment and as a basis of negotiation for any change orders resulting from Owner Driven changes in scope or unforeseen conditions.
The Bidder also agrees that, at the time of signing the Contract, he will furnish the required insurance certificates.
The Bidder further agrees that in case of failure on his part to execute said Contract, with the Certificates of Insurance and Payment and Performance Bonds within ten (10) consecutive calendar days after written notice having been given of the award of the Contract, the Contract will be awarded to the next higher responsible bidder, and the undersigned will not be considered as a responsible bidder for future contracts for a period of at least one year.
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 2
CDBG QUINN, BROAD & OKALOOSA IMPROVEMENTS
BASE BID QUINN
ITEM
NO.
DESCRIPTION UNIT QTY UNIT PRICE EXTENSION
SITEWORK & DEMOLITION
1 Mobilization LS 1
2 Construct/Maint Construction Entrance - Quinn LS 1
3 Maintenance of Traffic (Plan & Implementation) LS 1
4 NPDES NOI & Reporting LS 1
5 Testing Lab Services LS 1
6 Erosion Control - Silt Fence LF 736
7 Saw Cut Asphalt LF 117
8 Saw Cut Concrete LF 331
9 Remove & Replace Concrete SW SY 11
10 Cut & Patch Concrete DW SY 120
EARTHWORK, BASE, & PAVING
11 Remove Existing Asphalt & Base SY 1485
12 Subgrade Preparation SY 1485
13 6" FDOT 204 Graded Aggregate Base SY 1485
14 2" Type SP-12.5 Asphalt SY 1485
WATER UTILITIES
15 6" C-900 PVC Water Main LF 573
16 6" Gate Valve & Box EA 1
17 6" Tapping Sleeve & Valve EA 1
18 6” X 6” X 6” DI Tee EA 1
19 6" Fire Hydrant Assembly EA 1
20 Restore Existing Water Service Complete EA 1
21 Abandon Existing WM In-Place LF 573
MISCELLANEOUS
22 Install 8' Thermoplastic Crosswalk SF 96
23 Sodding Allowance (match existing species) SY 400
24 Remove & Repl Unsuitable Soil w/ Select Backfill CY 250
25 Demobilization/Cleanup LS 1
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 3
BASE BID QUINN (CONTINUED)
NO.
DESCRIPTION UNIT QTY UNIT PRICE EXTENSION
26 Trench Safety Compliance LS 1
OTHER BIDDER IDENTIFIED PAY ITEMS
Total Base Bid Quinn:
Total Base Bid Written
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 4
BASE BID BROAD
NO.
DESCRIPTION UNIT QTY UNIT PRICE EXTENSION
SITEWORK & DEMOLITION
1 Mobilization LS 1
2 Construct/Maint Construction Entrance LS 0
3 Maintenance of Traffic (Plan & Implementation) LS 1
4 NPDES NOI & Reporting LS 1
5 Testing Lab Services LS 1
6 Erosion Control - Silt Fence LF 1351
7 Erosion Control - Inlet Protection EA 15
8 Saw Cut Asphalt LF 213
9 Saw Cut Concrete LF 358
10 Remove & Replace Concrete SW SY 131
11 Cut & Patch Concrete DW SY 97
EARTHWORK, BASE, & PAVING
12 Remove Existing Asphalt & Base SY 114
13 Mill Existing Asphalt SY 4872
14 2" Type SP-12.5 Asphalt SY 4872
15 Install FDOT Type E Curb LF 210
16 Install Special Shoulder Curb LF 98
17 Remove & Replace Lay Back Curb LF 40
STORM UTILITIES
18 Remove Existing Inlet EA 14
19 Remove Existing Inlet (in pavement) EA 1
20 Remove Existing Stormwater MH EA 1
21 Remove Existing Stormwater Pipe LF 1,386
22 Install 18" RCP LF 1,141
23 Install 24" RCP Type IV LF 240
24 Install Inlet - Type V EA 1
25 Install Inlet - Type B EA 3
26 Install Inlet - Type E EA 11
27 Install Stormwater Manhole EA 1
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 5
BASE BID BROAD (CONTINUED)
NO.
DESCRIPTION UNIT QTY UNIT PRICE EXTENSION
MISCELLANEOUS
28 Install Thermoplastic Double Yellow 6” Striping LF 3158
29 Install 24” Thermoplastic Stop Bar LF 56
30 Sodding (match existing species) SY 1,680
31 Remove & Repl Unsuitable Soil w/ Select Backfill CY 100
32 Demobilization/Cleanup LS 1
33 Adjust Storm/Sanitary MH Top to Finish Grade EA 12
34 Adjust Water Valve to Finish Grade EA 8
35 Trench Safety Compliance LS 1
Total Base Bid Broad:
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 6
BASE BID OKALOOSA
NO.
DESCRIPTION UNIT QTY UNIT PRICE EXTENSION
SITEWORK & DEMOLITION
1 Mobilization LS 1
2 Construct/Maint Construction Entrance LS 0
3 Maintenance of Traffic (Plan & Implementation) LS 1
4 NPDES NOI & Reporting LS 1
5 Testing Lab Services LS 1
6 Erosion Control - Silt Fence LF 270
7 Saw Cut Asphalt LF 171
EARTHWORK, BASE, & PAVING
8 Mill Existing Asphalt SY 3,236
9 2" Type SP-12.5 Asphalt SY 3,236
10 Install Modified Layback Curb LF 240
MISCELLANEOUS
11 Install Thermoplastic Stop bar LF 42
12 Install 8' Thermoplastic Crosswalk SF 289
13 Demobilization/Cleanup LS 1
14 Trench Safety Compliance LS 1
Total Base Bid Okaloosa:
BASE BID SUMMARY
Quinn Street………………………………………………………………………………………………….$ __________________
Broad Street………………………………………………………………………………………………….$ __________________
SUBTOTAL – Quinn Street & Broad Street.…………………………………………………….$ __________________
Okaloosa Street…………………………………………………………………………………………….$ __________________
TOTAL BASE BID…………………………………………………………………………………………….$ __________________
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 7
TRENCH SAFETY COMPLIANCE CERTIFICATION
Any trench or similar excavation having a depth in excess of five (5) feet will be subject to the Excavation Safety Standards established by the Occupational Safety and Health Administration, 29 C.F.R. s. 1926.650 Subpart P, and to the Florida Trench Safety Act, §§ 553.60–553.64, Florida Statutes.
By the signature of its undersigned authorized representative, the Bidder hereby assures the CITY OF MILTON that any such excavation performed by the Bidder will be performed in compliance with all applicable trench safety standards.
"Trench Safety Compliance" shall include all costs of compliance with the Florida Trench Safety Act (§ 553.60–553.64, F.S.) and applicable OSHA excavation standards (29 C.F.R. 1926 Subpart P), including but not limited to sloping, benching, shoring, shielding, and any required engineering of trench safety systems for excavations exceeding five (5) feet in depth. The sum of the Trench Safety Compliance costs are provided on the Contractors Bid Form. By signing below, the Contractor certifies that measures taken are sufficient for compliance with all OSHA and State of Florida requirements and represent full and equitable compensation for the implementation of any and al required measures. If the Bidder determines no excavation on a given schedule will exceed five (5) feet in depth, the Bidder shall enter "$0.00" and so note on the Certification; the line item shall not be left blank.
The cost of compliance with applicable trench safety standards is separately itemized as the "Trench Safety Compliance" line item on each of the Quinn, Broad, and Okaloosa base bid schedules.
The specific methods of compliance with applicable Trench Safety Standards to be used on this Project are as follows (the Bidder must describe the trench safety system(s) to be employed — e.g., sloping, benching, trench shield/box, hydraulic or timber shoring — and identify any system requiring design by a State of Florida registered professional engineer
Authorized Official
(Print/Type)
00 41 00 CONTRACTOR’S PROPOSAL PAGE | 8
Receipt is acknowledged of the following Addenda:
No. Dated:
BIDDER agrees that the OWNER has the right to accept or reject any or all BIDS and to waive all formalities.
This Bid is respectfully submitted by:
[Seal if Bidder is a Corporation]
Signature (Date)
Typed or Printed Name
Title
Company Name
Company Address
Telephone Number
Federal ID Number
Florida Licenses Held:
Type: License No.:
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