- County
- JASPER
- Bid Order
- 024
- Enriched
- Yes
- Projects
- STPN-224-1(020)--2J-50
- Proposal Id
- 50-2241-020
- Letting Date
- Nov 17, 2026
- List Url Hint
- ia.iowadot.gov/contracts/biddocuments
- Package Text
- 10/14/2026 9:27 AM
CONTRACTS AND SPECIFICATIONS BUREAU
Proposal
Proposal ID: 50-2241-020 Letting Date: November 17, 2026
Call Order: 024
Proposal Work Type: RCB CULVERT REPLACEMENT - SINGLE BOX
DBE Goal: 0.0%
Contracting Authority: IOWA DEPARTMENT OF TRANSPORTATION
Proposal Guaranty: $37,500.00
This proposal includes the following project(s):
Project Number: STPN-224-1(020)--2J-50 County: JASPER
Project Work Type: RCB CULVERT REPLACEMENT -
SINGLE BOX
Route: IOWA 224
Location: 0.1 mi S of N 75th Ave
Road System: PRIMARY ROAD (non-NHS)
Federal Aid - Wages: Non-Federal Aid - Predetermined Wages are not in Effect
Contracts and Specifications Bureau
10/14/2026 9:27 AM
The following sections are alternates:
Contract Time
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
Site ID Site Details Liquidated
Damages
00 Late Start Date 06/21/2027 85 WORK DAYS $1,000.00
.
(*) - Indicates Cost Plus Time Site. See Schedule of Items for Cost Per Unit
0001 AA 1 DESIGN NO. 0327; ALT ‘AA’ OPT 1: 16’ x 10’
112’-0 C-I-P RCB, BID THIS SECTION IF
ALTERNATE ‘AA’ OPTION 1 IS CHOSEN
0002 AA 2 DESIGN NO. 0327; ALT ‘AA’ OPT 2: 16’ x 10’
121’-0 PRECAST RCB, BID THIS SECTION IF
ALTERNATE ‘AA’ OPTION 2 IS CHOSEN
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
Notes
Notes :
There are no notes for this proposal.
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Specifications List
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 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
10/14/2026 9:27 AM
Proposal Specifications List
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 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
10/14/2026 9:27 AM
Proposal Specifications List
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 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'.
720.122 *** NON-POINT 25 Utility Data ***
This Estimating Proposal has an attachment of the "NON-POINT 25 Utility Data". This
attachment is for information only.
DS-23032 DEVELOPMENTAL SPECIFICATIONS FOR ELECTRONIC TICKETING
GS-23007 GENERAL SUPPLEMENTAL SPECIFICATIONS FOR HIGHWAY AND BRIDGE
CONSTRUCTION, OCTOBER 20, 2026 RELEASE
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Schedule of Items
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
SECTION: 0001
DESIGN NO. 0327; ALT ‘AA’ OPT 1: 16’ x 10’ 112’-0 C-I-P RCB, BID THIS SECTION IF ALTERNATE ‘AA’ OPTION 1 IS
CHOSEN
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0010 2401-6745650
REMOVAL OF EXISTING
STRUCTURES
LUMP SUM LUMP SUM _________._____
0020 2402-2720000 3,890.000
EXCAVATION, CLASS 20 CY _________._____ _________._____
0030 2402-3825025 132.000
GRANULAR MATERIAL FOR BLANKET CY _________._____ _________._____
0040 2403-0100020 346.900
STRUCTURAL CONCRETE (RCB
CULVERT)
CY _________._____ _________._____
0050 2404-7775000 68,218.000
REINFORCING STEEL LB _________._____ _________._____
0060 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0001 Total: _________._____
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Schedule of Items
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
SECTION: 0002
DESIGN NO. 0327; ALT ‘AA’ OPT 2: 16’ x 10’ 121’-0 PRECAST RCB, BID THIS SECTION IF ALTERNATE ‘AA’
OPTION 2 IS CHOSEN
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0070 2401-6745650
REMOVAL OF EXISTING
STRUCTURES
LUMP SUM LUMP SUM _________._____
0080 2402-2720000 3,440.000
EXCAVATION, CLASS 20 CY _________._____ _________._____
0090 2402-3825025 200.000
GRANULAR MATERIAL FOR BLANKET CY _________._____ _________._____
0100 2415-2111610 121.000
PRECAST CONCRETE BOX CULVERT,
16 FT. X 10 FT.
LF _________._____ _________._____
0110 2415-2201610 2.000
PRECAST CONCRETE BOX CULVERT
STRAIGHT END SECTION, 16 FT. X 10
FT.
EACH _________._____ _________._____
0120 2533-4980005
MOBILIZATION LUMP SUM LUMP SUM _________._____
Section: 0002 Total: _________._____
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Schedule of Items
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
SECTION: 0003
ROADWAY ITEMS
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0130 2102-0425070 118.600
SPECIAL BACKFILL TON _________._____ _________._____
0140 2102-2625000 2,235.000
EMBANKMENT-IN-PLACE CY _________._____ _________._____
0150 2102-2710070 401.000
EXCAVATION, CLASS 10, ROADWAY
AND BORROW
CY _________._____ _________._____
0160 2102-2712015 10.000
EXCAVATION, CLASS 12, BOULDERS
OR ROCK FRAGMENTS
CY _________._____ _________._____
0170 2104-2710020 439.000
EXCAVATION, CLASS 10, CHANNEL CY _________._____ _________._____
0180 2105-8425015 463.000
TOPSOIL, STRIP, SALVAGE AND
SPREAD
CY _________._____ _________._____
0190 2107-0425020 128.200
COMPACTING BACKFILL ADJACENT
TO BRIDGES, CULVERTS OR
STRUCTURES
CY _________._____ _________._____
0200 2107-0875100 2,027.000
COMPACTION WITH MOISTURE
CONTROL
CY _________._____ _________._____
0210 2115-0100000 188.900
MODIFIED SUBBASE CY _________._____ _________._____
0220 2122-5190007 204.600
PAVED SHOULDER, P.C. CONCRETE,
7 IN.
SY _________._____ _________._____
0230 2123-7450000 3.400
SHOULDER CONSTRUCTION, EARTH STA _________._____ _________._____
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Schedule of Items
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
SECTION: 0003
ROADWAY ITEMS
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0240 2301-1033095 453.300
STANDARD OR SLIP FORM
PORTLAND CEMENT CONCRETE
PAVEMENT, CLASS C, CLASS 3
DURABILITY, 9.5 IN.
SY _________._____ _________._____
0250 2402-0425040 285.400
FLOODED BACKFILL CY _________._____ _________._____
0260 2402-0875150 2,412.200
COMPACTION WITH MOISTURE
CONTROL (STRUCTURES)
CY _________._____ _________._____
0270 2418-0000010 1.000
TEMPORARY STREAM DIVERSION EACH _________._____ _________._____
0280 2502-8212034 460.000
SUBDRAIN, LONGITUDINAL,
(SHOULDER) 4 IN. DIA.
LF _________._____ _________._____
0290 2502-8221306 4.000
SUBDRAIN OUTLET, DR-306 EACH _________._____ _________._____
0300 2507-3250005 286.500
ENGINEERING FABRIC SY _________._____ _________._____
0310 2507-6800032 459.000
REVETMENT, CLASS C TON _________._____ _________._____
0320 2510-6745850 532.100
REMOVAL OF PAVEMENT SY _________._____ _________._____
0330 2526-8285040
CONSTRUCTION SURVEY, LOCATION
SURVEY
LUMP SUM LUMP SUM _________._____
0340 2527-9263209 5.500
PAINTED PAVEMENT MARKINGS,
WATERBORNE OR SOLVENT-BASED
STA _________._____ _________._____
Contracts and Specifications Bureau
10/14/2026 9:27 AM
Proposal Schedule of Items
Proposal ID: 50-2241-020 Call Order: 024 Letting Date: November 17, 2026
SECTION: 0003
ROADWAY ITEMS
Proposal
Line
Number
Item Number
Item Description
Item Quantity
and Units
Unit Price Bid Amount
Dollars Cents Dollars Cents
0350 2528-2518000 2.000
SAFETY CLOSURE EACH _________._____ _________._____
0360 2528-8445110
TRAFFIC CONTROL LUMP SUM LUMP SUM _________._____
0370 2528-9290050 14.000
PORTABLE DYNAMIC MESSAGE SIGN
(PDMS)
CDAY _________._____ _________._____
0380 2548-0000320 1.700
MILLED CENTERLINE RUMBLE
STRIPS, PCC SURFACE
STA _________._____ _________._____
0390 2602-0000020 425.000
SILT FENCE LF _________._____ _________._____
0400 2602-0000030 189.000
SILT FENCE FOR DITCH CHECKS LF _________._____ _________._____
0410 2602-0000071 307.000
REMOVAL OF SILT FENCE OR SILT
FENCE FOR DITCH CHECKS
LF _________._____ _________._____
0420 2602-0000101 62.000
MAINTENANCE OF SILT FENCE OR
SILT FENCE FOR DITCH CHECK
LF _________._____ _________._____
Section: 0003 Total: _________._____
Total Bid: _________._____
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.
U07 Utility Bid Attachment
County: Jasper
Route: IA 224
Location: 0.1 mi S of N 75th Ave
Type of Work: RCB Culvert Replacement – Single Box
Project Code: 26-50-224-010
Construction Project: STPN-224-1(020)—2J-50
ROW Phase Number: STPN-224-1(021)—2J-50
Utility Process: Non-Point 25
Letting Date: 11/17/2026
Point25 projects follow provisions set out in Iowa Administrative Code 761—
115.25.
Non-Point25 projects are not required to follow provisions set out in Iowa
Administrative Code 761—115.25.
This document is provided for the benefit of bidding contractors to assist in
evaluating possible construction conflicts and does not represent legal
obligations on the part of the department or utility companies.
This project comes under the department’s standard specifications 1107.15,
Contractor’s Responsibility for Utility Facility and Services.
Additional information regarding the location of utility facilities may be
obtained from the department including issued utility permits and a Utility
Conflict List (when available) by contacting the District Utility
Coordinator.
The Iowa DOT District Utility Coordinator for this project is:
Sean Passick, District 1 Utility Coordinator
Email: sean.passick@iowadot.us
Phone: 515-988-1325
Status of Utility Facilities:
Alliant Energy Electic Distribution OH
Facility Status: Affected
Relocation Needed: Yes
Coordination Status: Temporary relocation is required
Estimated Start Date for Relocation: October 2026
Estimated Completion Date for Relocation: January 2027
Utility Bid Attachment Notes: Alliant is going to temorarily shoe-fly around the end of the proposed
culvert and return to original allignment after the project has been completed. Dillion Wright
DillionWright@alliantenergy.com 641-269-2907
IMON Communications Fiber
Facility Status: Not Affected
Relocation Needed: No
Coordination Status: Complete
Utility Bid Attachment Notes: IMON estimates their depth at 24’ below the existing waterway and no
conflict is anticipated. Eric Bieber eric.bieber@imon.net 319-533-2691
Iowa Regional Utilities Association
Facility Status: Not Affected
Relocation Needed: No
Coordination Status: Complete
Utility Bid Attachment Notes: The IRUA water line is 10’ below the waterway and no conflict is
anticipated. Derek Ebert debert@irua.net 641-792-7011
Mediacom Communications
Facility Status: Affected
Relocation Needed: Yes
Coordination Status: Complete
Relocation is complete
Utility Bid Attachment Notes: Mediacom lowered their line in place to avoid conflict. Rusty Beaty
rbeaty@mediacom.com 641-204-9558
Partner Communications Company
Facility Status: Not Affected
Relocation Needed: No
Coordination Status: Complete
Utility Bid Attachment Notes: Partner Communications located their fiber and their general manager
decided they will not be in conflict. We encourage the winning bidder to phyiscally locate this fiber
before excavating. Adam Wilkens adamw@pcctel.net 641-498-3511
- Package Files
- Name
- 17NOV024\Plan\50-2241-020\50-2241-020_C.pdf
- Bytes
- 14383941
- Name
- 17NOV024\Prop\DS-23032.pdf
- Bytes
- 47943
- Name
- 17NOV024\Prop\estprop024.pdf
- Bytes
- 251037
- Name
- 17NOV024\Prop\util024.pdf
- Bytes
- 350100
- Package Pages
- 16
- Categorized By
- llm
- Package Scope Docs
- 3
- Package Manifest Only
- No
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