- County
- CLARKE
- Bid Order
- 005
- Enriched
- Yes
- Projects
- IMX-035-1(198)32--02-20
- Proposal Id
- 20-0351-198
- Letting Date
- Oct 20, 2026
- List Url Hint
- ia.iowadot.gov/contracts/biddocuments
- Package Text
- 9/8/2026 12:55 PM
CONTRACTS AND SPECIFICATIONS BUREAU
Proposal
Proposal ID: 20-0351-198 Letting Date: October 20, 2026
Call Order: 005
Proposal Work Type: RECONSTRUCTION - BRIDGE DECK REPLACEMENT
DBE Goal: 0.0%
Contracting Authority: IOWA DEPARTMENT OF TRANSPORTATION
Proposal Guaranty: $125,000.00
This proposal includes the following project(s):
Project Number: IMX-035-1(198)32--02-20 County: CLARKE
Project Work Type: RECONSTRUCTION - BRIDGE DECK
REPLACEMENT
Route: I-35
Location: White Breast Creek 1.3 mi S of US 34 (NB/SB)
Road System: INTERSTATE ROAD
Federal Aid - Wages: Federal Aid - Predetermined Wages are in Effect
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Contract Time
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Site ID Site Details Liquidated
Damages
00 Late Start Date 05/03/2027 115 WORK DAYS $1,000.00
.
(*) - Indicates Cost Plus Time Site. See Schedule of Items for Cost Per Unit
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Notes
Notes :
There are no notes for this proposal.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Note Description
001.2023 *** STANDARD SPECIFICATIONS -- SERIES 2023 ***
The Iowa Department of Transportation STANDARD SPECIFICATIONS FOR
HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2023, plus applicable General
Supplemental Specifications, Developmental Specifications, Supplemental
Specifications AND Special Provisions shall apply to construction work on this contract.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Note Description
005.1107.02 *** Revisions to Article 1107.02 ***
Article 1107.02, Insurance, is amended by the following modifications and additions.
This proposal note becomes null and void January 1, 2027.
A. It shall be the Contractor's responsibility to have liability insurance covering all
of the construction operations incident to contract completion and the Contractor must
have on file with the Contracting Authority a current "Certificate of Insurance" prior to
award of contract. The certificate shall identify the insurance company firm name and
address, Contractor firm name, policy period, type of policy, limits of coverage, and
scope of work covered (single contract or statewide). This requirement shall apply with
equal force, whether the work is performed by persons employed directly by the
Contractor including a subcontractor, persons employed by a subcontractor, or by an
independent contractor.
B. In addition to the above, the Contracting Authority shall be included as an
insured party, or a separate owner's protective policy shall be filed showing the
Contracting Authority as an insured party.
C. The liability insurance shall be written by an insurance company (or
companies) qualified to do business in Iowa. For independent contractors engaged
solely in the transportation of materials, the minimum coverage provided by such
insurance shall be not less than that required by Chapter 325A, Code of Iowa, for such
truck operators or contract carriers as defined therein. For all other contractors,
subcontractors, independent contractors, and the Contracting Authority, the minimum
coverage by such insurance shall be as follows:
General Liability, Including: BODILY INJURY
Independent Contractors $500,000 Each Occurrence
Contractual Liability, $500,000 Aggregate
Products and Completed PROPERTY DAMAGE
Operations $250,000 Each Occurrence
$250,000 Aggregate
or
BODILY INJURY AND PROPERTY DAMAGE
- COMBINED SINGLE LIMIT*
$750,000 Each Occurrence
$750,000 Aggregate
*A comprehensive Catastrophe Liability Policy (Umbrella) can be used to aid in
achieving the minimum required limits.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Note Description
*A comprehensive Catastrophe Liability Policy (Umbrella) can be used to aid in
achieving the minimum required limits.
D. Failure on the part of the Contractor to comply with the requirements of this
article will be considered sufficient cause to suspend the work, withhold estimates, and
to deny the Contractor from receiving further contract awards, as provided in Article
1103.01.
500.01 *** WINTER WORK ***
The free time allowed between November 15 and April 1 will not be permitted on this
project. The Contractor shall work during the winter on all working days as defined in
Article 1101.03 'Working Day'.
DS-23004 DEVELOPMENTAL SPECIFICATIONS FOR CONSTRUCTION PROGRESS
SCHEDULE
DS-23032 DEVELOPMENTAL SPECIFICATIONS FOR ELECTRONIC TICKETING
DS-23083 DEVELOPMENTAL SPECIFICATIONS FOR FIBER REINFORCEMENT FOR
STRUCTURAL CONCRETE
FHWA-1273.09 FHWA-1273: REQUIRED CONTRACT PROVISIONS FEDERAL-AID
CONSTRUCTION CONTRACTS -- REVISED OCTOBER 23, 2023
23 U.S.C. 133(i) requires application of Davis Bacon predetermined wages on certain
projects on roads functionally classified as a local road or a rural minor collector. This
supersedes the applicability described in FHWA-1273 Section IV.
GS-23007 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE
CONSTRUCTION, OCTOBER 20, 2026 RELEASE
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Specifications List
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
Note Description
IA26-28.4A PREDETERMINED WAGE RATE - GENERAL DECISION NUMBER IA20260028
FOR HEAVY AND HIGHWAY CONSTRUCTION -- STATEWIDE (EXCEPT SCOTT
COUNTY)
Note: The Contractor shall review the contract documents and
is responsible for identifying which zone(s), as defined
in the Predetermined Wage Rate specification, apply to
the work on the contract.
*** Additional Requirement ***
Contracts where the Department is the Contracting Authority:
The Prime Contractor and each approved Subcontractor shall submit certified payrolls
weekly to the Project Engineer. Each Contractor shall use the AASHTOWare Project
Civil Rights and Labor (AWP CRL) software to electronically submit Certified Payroll
Reports. The Contractor shall list the craft for each employee covered by the
Predetermined Wage Rates. The Prime Contractor shall review and approve each
Subcontractor’s payroll within AWP CRL.
Contracts where the Department is not the Contracting Authority:
The Prime Contractor shall submit certified payrolls for itself and each approved
Subcontractor weekly to the Project Engineer. The Contractor may use the Iowa D.O.T.
Certified Payroll form or other approved form. The Contractor shall list the craft for
each employee covered by the Predetermined Wage Rates. The Prime Contractor
shall sign each of the Subcontractor's payrolls to acknowledge the submittal of the
Certified Payroll.
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
SECTION: 0001
DESIGN NO. 0127; A 143'-0 x 40'-0 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE (NB)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0010 2401-6750001
REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____
0020 2403-0100010 181.300
STRUCTURAL CONCRETE (BRIDGE) CY _________._____ _________._____
0030 2403-1000005 170.300
FIBER REINFORCEMENT FOR
STRUCTURAL CONCRETE
CY _________._____ _________._____
0040 2403-1000010
TRIAL BATCH AND TEST PLACEMENT
(FIBER REINFORCED CONCRETE)
LUMP SUM LUMP SUM _________._____
0050 2404-7775005 60,411.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0060 2404-7775009 3,804.000
REINFORCING STEEL, STAINLESS
STEEL
LB _________._____ _________._____
0070 2414-6424038 320.600
CONCRETE BARRIER RAIL, 3'-8" LF _________._____ _________._____
0080 2499-2300001
DECK DRAINS LUMP SUM LUMP SUM _________._____
0090 2526-8285040
CONSTRUCTION SURVEY, LOCATION
SURVEY
LUMP SUM LUMP SUM _________._____
0100 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0001 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
SECTION: 0002
DESIGN NO. 0227; A 138'-10 X 55'-6 PRETENSIONED PRESTRESSED CONCRETE BEAM BRIDGE (SB)
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0110 2401-6750001
REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____
0120 2403-0100010 235.400
STRUCTURAL CONCRETE (BRIDGE) CY _________._____ _________._____
0130 2403-1000005 224.400
FIBER REINFORCEMENT FOR
STRUCTURAL CONCRETE
CY _________._____ _________._____
0140 2403-1000010
TRIAL BATCH AND TEST PLACEMENT
(FIBER REINFORCED CONCRETE)
LUMP SUM LUMP SUM _________._____
0150 2404-7775005 70,071.000
REINFORCING STEEL, EPOXY
COATED
LB _________._____ _________._____
0160 2404-7775009 3,771.000
REINFORCING STEEL, STAINLESS
STEEL
LB _________._____ _________._____
0170 2414-6424038 320.600
CONCRETE BARRIER RAIL, 3'-8" LF _________._____ _________._____
0180 2499-2300001
DECK DRAINS LUMP SUM LUMP SUM _________._____
0190 2526-8285040
CONSTRUCTION SURVEY, LOCATION
SURVEY
LUMP SUM LUMP SUM _________._____
0200 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0002 Total: _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
SECTION: 0003
ROADWAY ITEMS
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0210 2102-0425070 91.140
SPECIAL BACKFILL TON _________._____ _________._____
0220 2122-5190008 280.500
PAVED SHOULDER, P.C. CONCRETE,
8 IN.
SY _________._____ _________._____
0230 2213-2713300 112.600
EXCAVATION, CLASS 13, FOR
WIDENING
CY _________._____ _________._____
0240 2301-0690203 1,275.600
BRIDGE APPROACH, BR-203 SY _________._____ _________._____
0250 2412-0000100 1,548.100
LONGITUDINAL GROOVING IN
CONCRETE, BRIDGE DECK AND/OR
APPROACHES
SY _________._____ _________._____
0260 2505-4008120 465.800
REMOVAL OF STEEL BEAM
GUARDRAIL
LF _________._____ _________._____
0270 2505-4008300 400.000
STEEL BEAM GUARDRAIL LF _________._____ _________._____
0280 2505-4008420 2.000
STEEL BEAM GUARDRAIL BARRIER
TRANSITION SECTION, BA-221
EACH _________._____ _________._____
0290 2505-4021010 2.000
STEEL BEAM GUARDRAIL END
ANCHOR, BOLTED
EACH _________._____ _________._____
0300 2505-4021720 2.000
STEEL BEAM GUARDRAIL TANGENT
END TERMINAL, BA-205
EACH _________._____ _________._____
0310 2505-6765006 50.000
REMOVE AND REINSTALL FORMED
STEEL BEAM GUARDRAIL
LF _________._____ _________._____
Contracts and Specifications Bureau
9/8/2026 12:55 PM
Proposal Schedule of Items
Proposal ID: 20-0351-198 Call Order: 005 Letting Date: October 20, 2026
SECTION: 0003
ROADWAY ITEMS
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0320 2510-6745850 1,721.100
REMOVAL OF PAVEMENT SY _________._____ _________._____
0330 2527-9263152 16.000
PRE-CUT SYMBOLS AND LEGENDS,
REGULAR MARKING TAPE
EACH _________._____ _________._____
0340 2527-9263181 137.900
PAVEMENT MARKINGS REMOVED STA _________._____ _________._____
0350 2527-9263190 16.000
SYMBOLS AND LEGENDS REMOVED EACH _________._____ _________._____
0360 2527-9263209 50.720
PAINTED PAVEMENT MARKINGS,
WATERBORNE OR SOLVENT-BASED
STA _________._____ _________._____
0370 2527-9263231 102.600
REMOVABLE TAPE MARKINGS, WET
RETROREFLECTIVE
STA _________._____ _________._____
0380 2528-2518000 2.000
SAFETY CLOSURE EACH _________._____ _________._____
0390 2528-8400048 1,562.500
TEMPORARY BARRIER RAIL,
CONCRETE
LF _________._____ _________._____
0400 2528-8445110
TRAFFIC CONTROL LUMP SUM LUMP SUM _________._____
0410 2551-0000110 4.000
TEMP CRASH CUSHION EACH _________._____ _________._____
0420 2557-0000100 1,721.500
LONGITUDINAL GROOVING IN
CONCRETE, PAVEMENT
SY _________._____ _________._____
Section: 0003 Total: _________._____
Total Bid: _________._____
DS-23004
(New)
DEVELOPMENTAL SPECIFICATIONS
FOR
CONSTRUCTION PROGRESS SCHEDULE
Effective Date
October 17, 2023
THE STANDARD SPECIFICATIONS, SERIES 2023, ARE AMENDED BY THE FOLLOWING
MODIFICATIONS AND ADDITIONS. THESE ARE DEVELOPMENTAL SPECIFICATIONS AND THEY
PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS.
Replace all of Article 1108.02, J, of the Standard Specifications with:
J. Construction Progress Schedule.
1. At the preconstruction conference, furnish the Engineer with a preliminary schedule. At least
5 calendar days prior to starting work; provide the Engineer with three copies of a satisfactory
construction progress schedule. In the schedule include, as a minimum, a chronologically
sequenced bar chart showing the proposed starting dates and durations, including the
estimated number of weather delay days, for each item of work. Also in the schedule: 1)
clearly show the controlling item of work for each day of the schedule, and the intended rate
of production for each item of work; and 2) include project staging, project required
milestones, and project suspensions that are 3 working days or longer.
2. Base the progress schedule on an adequate daily working hour schedule, with sufficient
materials, equipment, and labor being furnished to ensure completion of the contract within
the contract period. Commence and prosecute the work according to the accepted progress
schedule, with forces and equipment adequate to complete the controlling operations on
schedule.
3. The Engineer will use the progress schedule to identify controlling operations and as a check
on the rate of progress. The Engineer will jointly review the schedule with the Contractor at
least every 2 weeks to determine if progress is satisfactory. The Engineer may also request
the Contractor revise the schedule for any of the following reasons:
a. The project completion or intermediate completion targets are delayed 10 working days
or more.
b. The Engineer determines that the progress of the work differs significantly from the
current schedule such that it is unlikely the project will be completed within the contract
period.
c. A contract change order requires a revision of the Contractor’s work sequence or the
method of performing the work.
4. Prepare and submit revised progress schedules to the Engineer within 5 business days after
the request.
DS-23004, Page 2 of 2
5. The Engineer’s acceptance of the Contractor's progress schedules does not waive any
contract requirements.
6. Failure to supply the Engineer a satisfactory schedule or any revised schedule, progress
payments may be withheld until a schedule has been submitted and accepted.
7. No direct payment will be made for furnishing construction progress schedules or revisions.
The cost of the schedule is included in the cost of mobilization.
DS-23032
(New)
DEVELOPMENTAL SPECIFICATIONS
FOR
ELECTRONIC TICKETING
Effective Date
October 17, 2023
THE STANDARD SPECIFICATIONS, SERIES 2023, ARE AMENDED BY THE FOLLOWING
MODIFICATIONS AND ADDITIONS. THESE ARE DEVELOPMENTAL SPECIFICATIONS AND THEY
SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS.
23032.01 DESCRIPTION.
A. This work shall consist of providing electronic material tickets for all loads of flexible paving
mixture or ready mixed PCC delivered to the project. Electronic ticketing will only be required for
the primary material supplied to the project, i.e. flexible paving mixture for an HMA resurfacing
project or PCC for a PCC paving project. Electronic tickets for other materials supplied to a
project may be submitted at the Contractor’s option. The Contractor/supplier can use the plant
ticketing system of their choice to create the material ticket data.
B. Ticket data shall include the following:
1. After each truck is loaded, ticket data must be electronically captured, and ticket information
uploaded via web service / Application Programming Interface (API) to the agency.
2. Material ticket data will be submitted to https://iowa.dot-portal.io via an HTTPS POST as
JSON documents. Include the API key specific to each customer in each request as an HTTP
header.
3. Material supplier must test to confirm that ticketing data can be shared from the originating
system no less than 30 days prior to project start. Topic shall be discussed at the pre-
construction meeting.
4. Ticket data must be available immediately upon project start so there are no delays to
viewing tickets.
5. Provide the same data that is currently accessible and viewed by agency users previously on
printed tickets specific to state projects.
6. Transmit ticket data before the truck leaves the plant and transmit any updates to the ticket
data within 5 minutes of a change.
DS-23032, Page 2 of 3
23032.02 CONSTRUCTION DATA.
Contractor shall submit material ticket data in accordance with the plant manufacturer’s system
recommendations to provide the following.
A. Net weight (or volume for ready mix concrete) of material being transported (to nearest 0.01 ton
or cubic yard).
B. Running daily total of net weight of material (or volume for ready mix concrete) being transported
(to the nearest 0.01 ton or cubic yard).
C. Each material ticket shall contain the following:
1. General Ticket information (All Material).
a. Date.
b. Iowa DOT Project Number.
c. Name of Contractor
d. Name of material supplier.
e. Unique truck ID.
f. Plant/scale name (source).
g. Truck Status Times:
1) Loaded time (time batched) shall be available.
2) Provided other truck status times as available.
a) Ticketed.
b) Load time.
c) Left plant.
d) Arrive at project.
e) Begin unload.
f) Finish unload.
g) Leave project.
2. Portland Cement Concrete.
a. Loaded time (water/cement time).
b. Wet and dry batch weights (if computer generated).
c. Water:
1) In aggregate.
2) Total water.
3) Water/cement ratio.
4) Max water/cement ratio.
5) Allowable water to add.
d. Admixtures (including brand names if available):
1) Retarder and weights.
2) Water reducer and weights.
3) Air entrainment and weights.
4) Special performance admixtures and weights.
5) Concrete fibers.
e. Cementitious material(s) and weights.
f. CPI Name and certificate number.
3. Flexible Pavement Mixture.
a. Type of material.
b. Gross weight (if not automatic weighed).
c. Tare weight (if not automatic weighed).
d. Net weight.
e. Mix design number.
DS-23032, Page 3 of 3
23032.03 METHOD OF MEASUREMENT.
None.
23032.04 BASIS OF PAYMENT.
Payment for electronic ticketing will be incidental to the material being provided.
- Package Files
- Name
- 20OCT005\Plan\20-0351-198\20-0351-198_C.pdf
- Bytes
- 12133225
- Name
- 20OCT005\Prop\DS-23004.pdf
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- 24189
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- 20OCT005\Prop\DS-23032.pdf
- Bytes
- 47943
- Name
- 20OCT005\Prop\DS-23083.pdf
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- 140721
- Name
- 20OCT005\Prop\estprop005.pdf
- Bytes
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- 3
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