Government · Iowa

Pcc Pavement — Johnson County, IA (Proposal 52-0067-098)

Iowa Department of TransportationIssuing agency·Iowa·via a public procurement portal

9days left

Due Oct 20, 2026·Posted Sep 22, 2026

Prequalify For BondingBonding Prequal

AI takeaways

The Iowa Department of Transportation is soliciting bids for PCC pavement grade and replace work on U.S. 6 in Tiffin, Johnson County, Iowa, plus an RCB culvert replacement.
Bids are due on October 20, 2026, and the procurement method is Competitive Sealed Bid.
The project includes two projects: STP-006-7(098)--2C-52 (PCC pavement from Grant St to Park Rd) and BRF-006-7(102)--38-52 (twin box RCB culvert replacement 0.2 mi E of Kimberlite St).
The contract time includes 160 work days overall, with a late start date of April 19, 2027, and staged completion milestones with liquidated damages of $2,000 to $7,000 per day.
A proposal guaranty of $375,000.00 is required.
The DBE goal is 0.0%.
Requirement: Federal Aid - Predetermined Wages are in Effect for both projects.
Requirement: The Contractor must have liability insurance with minimum limits including $500,000 each occurrence for bodily injury and $250,000 each occurrence for property damage, or a combined single limit of $750,000.
Requirement: Liquidated damages of $2,000.00 per day for the overall site, $7,000.00 per day for completion of Stage 1 and Stage 2, and $7,000.00 per day for completion of Stage 3A.

Bonding: Bid Bond: $375,000.00
Set-asides: DBE
Method: Competitive Sealed Bid
Documents: 3 files

These takeaways are AI-generated and may be incomplete or wrong. Always verify every detail against the official documents before you bid.

Based on the project details, you’ll need to be bonded. Get prequalified first.The bid asks for $375K. Propeller’s matching tier: Credit tier (up to $3M). One free application, soft pull.

Know you can be bonded before you spend a week on the bid
No scramble for a bond at the deadline — it becomes a request form
A good guy letter to show a GC or agency

Prequalify For Bonding →

Contact the buyer

Iowa DOT Office of Contracts

dot.contracts@iowadot.usEmail 515-239-1414Phone

Location:

Johnson County, Iowa

Open in Maps ↗

Solicitation

52-0067-098-B103

52-0067-098

Method

Competitive Sealed Bid

What this bid is asking for

AI-generated

Submit a sealed bid for PCC pavement grade and replace on U.S. 6 in Tiffin, Iowa, and an RCB culvert replacement.
Provide a proposal guaranty of $375,000.00 with the bid.
Perform the work in stages with specified late start dates and completion milestones, subject to liquidated damages.
Comply with Federal Aid predetermined wage rates and submit certified payrolls weekly.
Obtain and maintain liability insurance meeting the specified minimum coverage limits.

Requirements

From the documents

Bonding capacity: Bid Bond: $375,000.00Need a line this size? Get prequalified →

Posted Scope of Work

Project

Proposal ID: 52-0067-098
Bid Order: 103
County: Johnson
Work Type: Pcc Pavement
Project Numbers: STP-006-7(098)--2C-52; BRF-006-7(102)--38-52

Bidding

Bids for this proposal open on letting day (October 20, 2026). Prime contractors must be authorized through Bid Express; see the Iowa DOT current lettings page for letting guidelines and critical dates.

Documents

Contracts and Specifications Bureau
9/8/2026 12:56 PM
Contract Time
Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026
Site ID Site Details Liquidated
Damages
00 Late Start Date 04/19/2027 160 WORK DAYS $2,000.00
Overall Site.
01 Late Start Date 04/19/2027 100 WORK DAYS $7,000.00
Completion of Stage 1 and Stage 2.
02 Late Start Date 04/17/2028 40 WORK DAYS $7,000.00
Completion of Stage 3A.
(*) - Indicates Cost Plus Time Site. See Schedule of Items for Cost Per Unit

Contracts and Specifications Bureau
9/8/2026 12:56 PM
Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026
Notes
Notes :
*** Work Restrictions***
-Closure of Kimberlite St. is not allowed prior to 7-6-2027.
-Closure of Stephens St. Main St, and Summerhays St. are only allowed during Stage 3A.
-Closure of Croell Ave. is not allowed during any stage.

Scope, read from the documentsAI-generated

The work includes PCC pavement grade and replace on U.S. 6 from Grant St to Park Rd in Tiffin, and a twin box RCB culvert replacement 0.2 miles east of Kimberlite St in Tiffin. The project involves clearing and grubbing, excavation, embankment, PCC pavement (10 inch, class C, class 3 durability), storm sewer, water main, sidewalk, curb and gutter, driveway, traffic signalization, traffic control, erosion control, and related items. The contract includes staged completion with work restrictions on street closures.

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Documents

Download zip

20OCT103.zipZIP

Download

103_52-0067-098_eFiles_(Road).zipZIP

Download

103_52-0067-102_eFiles_(Bridge).zipZIP

Download

Questions & answers

AI-generated

What is the due date for bids?

Bids are due on October 20, 2026.

What is the DBE goal for this project?

The DBE goal is 0.0%.

What is the proposal guaranty amount?

The proposal guaranty is $375,000.00.

What are the liquidated damages for the overall site?

Liquidated damages for the overall site are $2,000.00 per day.

Full source recordEvery field Iowa Department of Transportation published, untouched

Docs

https://secure.iowadot.gov/contracts/october_2026_letting/20OCT103.zip, https://secure.iowadot.gov/contracts/october_2026_letting/103_52-0067-098_eFiles_(Road).zip, https://secure.iowadot.gov/contracts/october_2026_letting/103_52-0067-102_eFiles_(Bridge).zip

County

JOHNSON

Page Url

https://ia.iowadot.gov/contracts/biddocuments/October2026

Bid Order

103

Enriched

Yes

Projects

STP-006-7(098)--2C-52, BRF-006-7(102)--38-52

Proposal Id

52-0067-098

Letting Date

Oct 20, 2026

List Url Hint

ia.iowadot.gov/contracts/biddocuments

Package Text

9/8/2026 12:56 PM CONTRACTS AND SPECIFICATIONS BUREAU Proposal Proposal ID: 52-0067-098 Letting Date: October 20, 2026 Call Order: 103 Proposal Work Type: PCC PAVEMENT - GRADE & REPLACE DBE Goal: 0.0% Contracting Authority: IOWA DEPARTMENT OF TRANSPORTATION Proposal Guaranty: $375,000.00 This proposal includes the following project(s): Project Number: STP-006-7(098)--2C-52 County: JOHNSON Project Work Type: PCC PAVEMENT - GRADE & REPLACE Route: U.S. 6 Location: In Tiffin, Grant St to Park Rd Road System: PRIMARY ROAD (non-NHS) Federal Aid - Wages: Federal Aid - Predetermined Wages are in Effect Project Number: BRF-006-7(102)--38-52 County: JOHNSON Project Work Type: RCB CULVERT REPLACEMENT - TWIN BOX Route: U.S. 6 Location: 0.2 mi E of Kimberlite St in Tiffin Road System: PRIMARY ROAD (non-NHS) Federal Aid - Wages: Federal Aid - Predetermined Wages are in Effect Contracts and Specifications Bureau 9/8/2026 12:56 PM Contract Time Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 Site ID Site Details Liquidated Damages 00 Late Start Date 04/19/2027 160 WORK DAYS $2,000.00 Overall Site. 01 Late Start Date 04/19/2027 100 WORK DAYS $7,000.00 Completion of Stage 1 and Stage 2. 02 Late Start Date 04/17/2028 40 WORK DAYS $7,000.00 Completion of Stage 3A. (*) - Indicates Cost Plus Time Site. See Schedule of Items for Cost Per Unit Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 Notes Notes : *** Work Restrictions*** -Closure of Kimberlite St. is not allowed prior to 7-6-2027. -Closure of Stephens St. Main St, and Summerhays St. are only allowed during Stage 3A. -Closure of Croell Ave. is not allowed during any stage. -When Site 01 is complete, working days will be suspended on Site 00 on days when all travel lanes on US 6 are open to traffic until Site 02 begins. Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Specifications List Proposal ID: 52-0067-098 Call Order: 103 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 12:56 PM Proposal Specifications List Proposal ID: 52-0067-098 Call Order: 103 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 12:56 PM Proposal Specifications List Proposal ID: 52-0067-098 Call Order: 103 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. 410.11 *** STORM WATER POLLUTION PREVENTION PLAN *** A Storm Water Pollution Prevention Plan has been developed by the Contracting Authority for one or more projects on this contract. See the project plans (or other contract document) for specific Storm Water Pollution Prevention Plan details. 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'. 660.26 *** SPECIALTY ITEM *** The item 'TRAFFIC SIGNALIZATION' and/or `TRAFFIC SIGNAL INSTALLATION' is considered a specialty item for this project. When performed by subcontract, the cost of the specialty item/s so performed by subcontract may be deducted from the total cost before computing the amount of work required to be performed by the Prime Contractor with his/her own organization. Refer to Article 1108.01 of the Standard Specifications. 720.101 *** R-O-W CERTIFICATE *** This Estimating Proposal has an attachment of the "RIGHT OF WAY CERTIFICATE". This attachment is a part of the proposal form. DS-23004 DEVELOPMENTAL SPECIFICATIONS FOR CONSTRUCTION PROGRESS SCHEDULE DS-23032 DEVELOPMENTAL SPECIFICATIONS FOR ELECTRONIC TICKETING Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Specifications List Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 Note Description 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 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 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0010 2101-0850001 0.110 CLEARING AND GRUBBING ACRE _________._____ _________._____ 0020 2101-0850002 1.600 CLEARING AND GRUBBING UNIT _________._____ _________._____ 0030 2102-0425071 556.000 SPECIAL BACKFILL CY _________._____ _________._____ 0040 2102-2625001 11,604.000 EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED CY _________._____ _________._____ 0050 2102-2710070 5,211.000 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY _________._____ _________._____ 0060 2104-2710020 326.000 EXCAVATION, CLASS 10, CHANNEL CY _________._____ _________._____ 0070 2105-8425015 6,755.000 TOPSOIL, STRIP, SALVAGE AND SPREAD CY _________._____ _________._____ 0080 2107-0425020 94.000 COMPACTING BACKFILL ADJACENT TO BRIDGES, CULVERTS OR STRUCTURES CY _________._____ _________._____ 0090 2115-0100000 4,556.000 MODIFIED SUBBASE CY _________._____ _________._____ 0100 2123-7450020 79.320 SHOULDER FINISHING, EARTH STA _________._____ _________._____ 0110 2301-1033100 24,270.000 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 10 IN. SY _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0120 2301-7000110 28,396.000 PAYMENT ADJUSTMENT INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT THICKNESS (BY SCHEDULE) EACH 1.00000 28,396.00 0130 2304-0101000 24.400 TEMPORARY PAVEMENT SY _________._____ _________._____ 0140 2315-8275030 24.500 SURFACING, DRIVEWAY, CLASS C GRAVEL TON _________._____ _________._____ 0150 2317-7000110 18,202.000 PAYMENT ADJUSTMENT INCENTIVE/DISINCENTIVE FOR PCC PAVEMENT SMOOTHNESS (BY SCHEDULE) EACH 1.00000 18,202.00 0160 2402-0425040 251.000 FLOODED BACKFILL CY _________._____ _________._____ 0170 2416-0100015 3.000 APRONS, CONCRETE, 15 IN. DIA. EACH _________._____ _________._____ 0180 2416-0100018 4.000 APRONS, CONCRETE, 18 IN. DIA. EACH _________._____ _________._____ 0190 2416-0100024 5.000 APRONS, CONCRETE, 24 IN. DIA. EACH _________._____ _________._____ 0200 2416-1160015 92.000 CULVERT, CONCRETE ENTRANCE PIPE, 15 IN. DIA. LF _________._____ _________._____ 0210 2416-1160018 137.000 CULVERT, CONCRETE ENTRANCE PIPE, 18 IN. DIA. LF _________._____ _________._____ 0220 2418-0000010 3.000 TEMPORARY STREAM DIVERSION EACH _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0230 2435-0140160 1.000 MANHOLE, STORM SEWER, SW-401, 60 IN. EACH _________._____ _________._____ 0240 2435-0140172 1.000 MANHOLE, STORM SEWER, SW-401, 72 IN. EACH _________._____ _________._____ 0250 2435-0250100 1.000 INTAKE, SW-501 EACH _________._____ _________._____ 0260 2435-0250248 1.000 INTAKE, SW-502, 48 IN. EACH _________._____ _________._____ 0270 2435-0250260 3.000 INTAKE, SW-502, 60 IN. EACH _________._____ _________._____ 0280 2435-0250700 19.000 INTAKE, SW-507 EACH _________._____ _________._____ 0290 2435-0250900 6.000 INTAKE, SW-509 EACH _________._____ _________._____ 0300 2435-0251300 5.000 INTAKE, SW-513 EACH _________._____ _________._____ 0310 2435-0254500 3.000 INTAKE, SW-545 EACH _________._____ _________._____ 0320 2435-0600010 1.000 MANHOLE ADJUSTMENT, MINOR EACH _________._____ _________._____ 0330 2435-0600020 1.000 MANHOLE ADJUSTMENT, MAJOR EACH _________._____ _________._____ 0340 2435-0700020 1.000 CONNECTION TO EXISTING INTAKE EACH _________._____ _________._____ 0350 2502-6745952 3,311.000 REMOVAL OF SUBDRAIN LF _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0360 2502-8212036 8,028.000 SUBDRAIN, LONGITUDINAL, (SHOULDER) 6 IN. DIA. LF _________._____ _________._____ 0370 2502-8221303 64.000 SUBDRAIN OUTLET, DR-303 EACH _________._____ _________._____ 0380 2503-0114215 1,271.000 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. LF _________._____ _________._____ 0390 2503-0114218 1,296.000 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 18 IN. LF _________._____ _________._____ 0400 2503-0114224 1,578.000 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 24 IN. LF _________._____ _________._____ 0410 2503-0114415 111.000 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 3000D (CLASS IV), 15 IN. LF _________._____ _________._____ 0420 2503-0114424 47.000 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 3000D (CLASS IV), 24 IN. LF _________._____ _________._____ 0430 2503-0200036 944.000 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0440 2505-4008120 446.000 REMOVAL OF STEEL BEAM GUARDRAIL LF _________._____ _________._____ 0450 2506-4984000 40.000 FLOWABLE MORTAR CY _________._____ _________._____ 0460 2507-3250005 491.000 ENGINEERING FABRIC SY _________._____ _________._____ 0470 2507-6800061 485.000 REVETMENT, CLASS E TON _________._____ _________._____ 0480 2510-6745850 20,686.000 REMOVAL OF PAVEMENT SY _________._____ _________._____ 0490 2510-6750600 10.000 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH _________._____ _________._____ 0500 2511-6745900 1,136.000 REMOVAL OF SIDEWALK SY _________._____ _________._____ 0510 2511-7526004 4,670.000 SIDEWALK, P.C. CONCRETE, 4 IN. SY _________._____ _________._____ 0520 2511-7526006 297.000 SIDEWALK, P.C. CONCRETE, 6 IN. SY _________._____ _________._____ 0530 2511-7528101 439.000 DETECTABLE WARNINGS SF _________._____ _________._____ 0540 2512-1725356 98.700 CURB AND GUTTER, P.C. CONCRETE, 3.5 FT. LF _________._____ _________._____ 0550 2515-2475006 319.600 DRIVEWAY, P.C. CONCRETE, 6 IN. SY _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0560 2515-6745600 385.200 REMOVAL OF PAVED DRIVEWAY SY _________._____ _________._____ 0570 2516-8625000 18.000 COMBINED CONCRETE SIDEWALK AND RETAINING WALL CY _________._____ _________._____ 0580 2520-3350015 1.000 FIELD OFFICE EACH _________._____ _________._____ 0590 2524-6765010 21.000 REMOVE AND REINSTALL SIGN AS PER PLAN EACH _________._____ _________._____ 0600 2524-6765016 1.000 REMOVE AND REINSTALL REFERENCE LOCATION SIGN EACH _________._____ _________._____ 0610 2524-6765210 13.000 REMOVAL OF TYPE A SIGN ASSEMBLY EACH _________._____ _________._____ 0620 2524-9276010 104.000 PERFORATED SQUARE STEEL TUBE POSTS LF _________._____ _________._____ 0630 2524-9276021 12.000 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK-AWAY SOIL INSTALLATION EACH _________._____ _________._____ 0640 2524-9325001 192.700 TYPE A SIGNS, SHEET ALUMINUM SF _________._____ _________._____ 0650 2525-0000100 TRAFFIC SIGNALIZATION LUMP SUM LUMP SUM _________._____ 0660 2526-8285010 CONSTRUCTION SURVEY, MONUMENT PRESERVATION LUMP SUM LUMP SUM _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0670 2526-8285020 CONSTRUCTION SURVEY, CONTROL POINT SURVEY LUMP SUM LUMP SUM _________._____ 0680 2526-8285040 CONSTRUCTION SURVEY, LOCATION SURVEY LUMP SUM LUMP SUM _________._____ 0690 2527-9263137 49.000 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT-BASED EACH _________._____ _________._____ 0700 2527-9263181 23.040 PAVEMENT MARKINGS REMOVED STA _________._____ _________._____ 0710 2527-9263209 170.970 PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT-BASED STA _________._____ _________._____ 0720 2527-9263231 3.440 REMOVABLE TAPE MARKINGS, WET RETROREFLECTIVE STA _________._____ _________._____ 0730 2528-2518000 18.000 SAFETY CLOSURE EACH _________._____ _________._____ 0740 2528-5160000 NO EXCUSE ROAD OPENING BONUS, U.S. 6 STAGES 1 AND 2 ON OR BEFORE NOVEMBER 19, 2027 LUMP SUM LUMP SUM 50,000.00 0750 2528-8445110 TRAFFIC CONTROL LUMP SUM LUMP SUM _________._____ 0760 2528-9290050 280.000 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) CDAY _________._____ _________._____ 0770 2529-5070110 35.000 PATCHES, FULL-DEPTH FINISH, BY AREA SY _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0780 2529-5070111 63.000 PATCHES, FULL-DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) SY _________._____ _________._____ 0790 2529-5070120 6.000 PATCHES, FULL-DEPTH FINISH, BY COUNT EACH _________._____ _________._____ 0800 2533-4980005 MOBILIZATION LUMP SUM LUMP SUM _________._____ 0810 2552-0000300 TRENCH COMPACTION TESTING LUMP SUM LUMP SUM _________._____ 0820 2554-0124008 2,343.000 WATER MAIN, TRENCHLESS, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. LF _________._____ _________._____ 0830 2554-0134008 123.000 WATER MAIN WITH CASING PIPE, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. LF _________._____ _________._____ 0840 2554-0203000 424.000 FITTINGS BY WEIGHT, DUCTILE IRON LB _________._____ _________._____ 0850 2554-0204220 2.000 WATER SERVICE STUB, PVC, 2 IN. EACH _________._____ _________._____ 0860 2554-0207006 3.000 VALVE, GATE, DIP, 6 IN. EACH _________._____ _________._____ 0870 2554-0207008 9.000 VALVE, GATE, DIP, 8 IN. EACH _________._____ _________._____ 0880 2554-0209006 3.000 VALVE REMOVAL, 6 IN. EACH _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 0890 2554-0210201 6.000 FIRE HYDRANT ASSEMBLY, WM-201 EACH _________._____ _________._____ 0900 2554-0211008 1.000 FLUSHING DEVICE (BLOWOFF), 8 IN. EACH _________._____ _________._____ 0910 2554-0212040 4.000 VALVE BOX ADJUSTMENT, MINOR EACH _________._____ _________._____ 0920 2554-0214000 2.000 FIRE HYDRANT ADJUSTMENT EACH _________._____ _________._____ 0930 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS LUMP SUM LUMP SUM _________._____ 0940 2599-9999005 2.000 ('EACH' ITEM) CONNECTION TO EXISTING WATER MAIN EACH _________._____ _________._____ 0950 2599-9999005 4.000 ('EACH' ITEM) SUBDRAIN CLEANOUT, TYPE B EACH _________._____ _________._____ 0960 2599-9999005 1.000 ('EACH' ITEM) YARD HYDRANT EACH _________._____ _________._____ 0970 2599-9999010 ('LUMP SUM' ITEM) ROADWAY LIGHTING SYSTEM LUMP SUM LUMP SUM _________._____ 0980 2601-2634105 7.000 MULCHING, BONDED FIBER MATRIX ACRE _________._____ _________._____ 0990 2601-2636044 5.000 SEEDING AND FERTILIZING (URBAN) ACRE _________._____ _________._____ 1000 2601-2638352 192.000 SLOPE PROTECTION, WOOD EXCELSIOR MAT SQ _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1010 2601-2639010 418.800 SODDING SQ _________._____ _________._____ 1020 2601-2640350 27.400 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT SQ _________._____ _________._____ 1030 2601-2642120 2.000 STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) ACRE _________._____ _________._____ 1040 2601-2643110 295.160 WATERING FOR SOD, SPECIAL DITCH CONTROL, OR SLOPE PROTECTION MGAL 75.00000 22,137.00 1050 2601-2643300 23.000 MOBILIZATION FOR WATERING EACH 450.00000 10,350.00 1060 2602-0000020 1,600.000 SILT FENCE LF _________._____ _________._____ 1070 2602-0000030 930.000 SILT FENCE FOR DITCH CHECKS LF _________._____ _________._____ 1080 2602-0000071 1,270.000 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF _________._____ _________._____ 1090 2602-0000101 253.000 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF _________._____ _________._____ 1100 2602-0000150 1,700.000 STABILIZED CONSTRUCTION ENTRANCE, EC-303 LF _________._____ _________._____ 1110 2602-0000312 12,120.000 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. DIA. LF _________._____ _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1120 2602-0000320 250.000 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 20 IN. DIA. LF _________._____ _________._____ 1130 2602-0000351 13,160.000 REMOVAL OF PERIMETER AND SLOPE OR DITCH CHECK SEDIMENT CONTROL DEVICE LF _________._____ _________._____ 1140 2602-0000370 530.000 DITCH CHECK SEDIMENT CONTROL DEVICE, 20 IN. DIA. LF _________._____ _________._____ 1150 2602-0000500 350.000 OPEN-THROAT CURB INTAKE SEDIMENT FILTER, EC-602 LF _________._____ _________._____ 1160 2602-0000510 50.000 MAINTENANCE OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH _________._____ _________._____ 1170 2602-0000520 50.000 REMOVAL OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH _________._____ _________._____ 1180 2602-0000530 7.000 GRATE INTAKE SEDIMENT FILTER BAG, EC-604 EACH _________._____ _________._____ 1190 2602-0000540 7.000 MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG EACH _________._____ _________._____ 1200 2602-0000550 7.000 REMOVAL OF GRATE INTAKE SEDIMENT FILTER BAG EACH _________._____ _________._____ 1210 2602-0010010 2.000 MOBILIZATIONS, EROSION CONTROL EACH 600.00000 1,200.00 Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0001 ROADWAY ITEMS - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1220 2602-0010020 2.000 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1,200.00000 2,400.00 1230 2612-0000520 5.000 ROADSIDE SPRAY FOR WEED CONTROL ACRE _________._____ _________._____ Section: 0001 Total: _________._____ SECTION: 0002 DESIGN NO. 0327; A SINGLE 10'-0 X 6'-0 CAST IN PLACE RCB CULVERT EXTENSION - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1240 2401-6750001 REMOVALS, AS PER PLAN LUMP SUM LUMP SUM _________._____ 1250 2402-2720000 215.000 EXCAVATION, CLASS 20 CY _________._____ _________._____ 1260 2402-3825025 43.000 GRANULAR MATERIAL FOR BLANKET CY _________._____ _________._____ 1270 2403-0100020 84.800 STRUCTURAL CONCRETE (RCB CULVERT) CY _________._____ _________._____ 1280 2404-7775000 13,066.000 REINFORCING STEEL LB _________._____ _________._____ 1290 2414-6444100 99.800 STEEL PIPE PEDESTRIAN HAND RAILING LF _________._____ _________._____ Section: 0002 Total: _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0003 DESIGN NO. 0427; A SINGLE 6'-0 X 3'-0 X 97'-0 CAST IN PLACE RCB CULVERT - STP-006-7(098)--2C-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1300 2401-6745650 REMOVAL OF EXISTING STRUCTURES LUMP SUM LUMP SUM _________._____ 1310 2402-2720000 312.000 EXCAVATION, CLASS 20 CY _________._____ _________._____ 1320 2402-3825025 47.000 GRANULAR MATERIAL FOR BLANKET CY _________._____ _________._____ 1330 2403-0100020 78.000 STRUCTURAL CONCRETE (RCB CULVERT) CY _________._____ _________._____ 1340 2404-7775000 9,369.000 REINFORCING STEEL LB _________._____ _________._____ 1350 2414-6444100 52.600 STEEL PIPE PEDESTRIAN HAND RAILING LF _________._____ _________._____ Section: 0003 Total: _________._____ Contracts and Specifications Bureau 9/8/2026 12:56 PM Proposal Schedule of Items Proposal ID: 52-0067-098 Call Order: 103 Letting Date: October 20, 2026 SECTION: 0004 DESIGN NO. 0527; A TWIN 10'-0 X 6'-0 X 95'-0 CAST IN PLACE RCB CULVERT - BRF-006-7(102)--38-52 Proposal Line Number Item Number Item Description Item Quantity and Units Unit Price Bid Amount Dollars Cents Dollars Cents 1360 2104-2710020 191.000 EXCAVATION, CLASS 10, CHANNEL CY _________._____ _________._____ 1370 2401-6745650 REMOVAL OF EXISTING STRUCTURES LUMP SUM LUMP SUM _________._____ 1380 2402-2720000 878.000 EXCAVATION, CLASS 20 CY _________._____ _________._____ 1390 2402-3825025 123.000 GRANULAR MATERIAL FOR BLANKET CY _________._____ _________._____ 1400 2403-0100020 244.100 STRUCTURAL CONCRETE (RCB CULVERT) CY _________._____ _________._____ 1410 2404-7775000 36,100.000 REINFORCING STEEL LB _________._____ _________._____ 1420 2414-6444100 119.000 STEEL PIPE PEDESTRIAN HAND RAILING LF _________._____ _________._____ 1430 2507-3250005 288.000 ENGINEERING FABRIC SY _________._____ _________._____ 1440 2507-6800061 286.000 REVETMENT, CLASS E TON _________._____ _________._____ 1450 2526-8285040 CONSTRUCTION SURVEY, LOCATION SURVEY LUMP SUM LUMP SUM _________._____ 1460 2533-4980005 MOBILIZATION LUMP SUM LUMP SUM _________._____ Section: 0004 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.

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https://secure.iowadot.gov/contracts/october_2026_letting/20OCT103.zip

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Bid Bond$375,000.00

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Source: Iowa Department of Transportation (solicitation 52-0067-098-B103), retrieved via a public procurement portal. View the official posting, and always confirm requirements and deadlines with the issuing agency.

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Government · Iowa

Pcc Pavement — Johnson County, IA (Proposal 52-0067-098)

Iowa Department of TransportationIssuing agency·Iowa·via a public procurement portal

9days left

Due Oct 20, 2026·Posted Sep 22, 2026

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AI takeaways

The Iowa Department of Transportation is soliciting bids for PCC pavement grade and replace work on U.S. 6 in Tiffin, Johnson County, Iowa, plus an RCB culvert replacement.
Bids are due on October 20, 2026, and the procurement method is Competitive Sealed Bid.
The project includes two projects: STP-006-7(098)--2C-52 (PCC pavement from Grant St to Park Rd) and BRF-006-7(102)--38-52 (twin box RCB culvert replacement 0.2 mi E of Kimberlite St).
The contract time includes 160 work days overall, with a late start date of April 19, 2027, and staged completion milestones with liquidated damages of $2,000 to $7,000 per day.
A proposal guaranty of $375,000.00 is required.
The DBE goal is 0.0%.
Requirement: Federal Aid - Predetermined Wages are in Effect for both projects.
Requirement: The Contractor must have liability insurance with minimum limits including $500,000 each occurrence for bodily injury and $250,000 each occurrence for property damage, or a combined single limit of $750,000.
Requirement: Liquidated damages of $2,000.00 per day for the overall site, $7,000.00 per day for completion of Stage 1 and Stage 2, and $7,000.00 per day for completion of Stage 3A.

Bonding: Bid Bond: $375,000.00
Set-asides: DBE
Method: Competitive Sealed Bid
Documents: 3 files

These takeaways are AI-generated and may be incomplete or wrong. Always verify every detail against the official documents before you bid.

Based on the project details, you’ll need to be bonded. Get prequalified first.The bid asks for $375K. Propeller’s matching tier: Credit tier (up to $3M). One free application, soft pull.

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Contact the buyer

Iowa DOT Office of Contracts

dot.contracts@iowadot.usEmail 515-239-1414Phone

Location:

Johnson County, Iowa

Open in Maps ↗

Solicitation

52-0067-098-B103

52-0067-098

Method

Competitive Sealed Bid

What this bid is asking for

AI-generated

Submit a sealed bid for PCC pavement grade and replace on U.S. 6 in Tiffin, Iowa, and an RCB culvert replacement.
Provide a proposal guaranty of $375,000.00 with the bid.
Perform the work in stages with specified late start dates and completion milestones, subject to liquidated damages.
Comply with Federal Aid predetermined wage rates and submit certified payrolls weekly.
Obtain and maintain liability insurance meeting the specified minimum coverage limits.

Requirements

From the documents

Bonding capacity: Bid Bond: $375,000.00Need a line this size? Get prequalified →

Posted Scope of Work

Project

Proposal ID: 52-0067-098
Bid Order: 103
County: Johnson
Work Type: Pcc Pavement
Project Numbers: STP-006-7(098)--2C-52; BRF-006-7(102)--38-52

Bidding

Documents

Scope, read from the documentsAI-generated

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Documents

Download zip

20OCT103.zipZIP

Download

103_52-0067-098_eFiles_(Road).zipZIP

Download

103_52-0067-102_eFiles_(Bridge).zipZIP

Download

Questions & answers

AI-generated

What is the due date for bids?

Bids are due on October 20, 2026.

What is the DBE goal for this project?

The DBE goal is 0.0%.

What is the proposal guaranty amount?

The proposal guaranty is $375,000.00.

What are the liquidated damages for the overall site?

Liquidated damages for the overall site are $2,000.00 per day.

Full source recordEvery field Iowa Department of Transportation published, untouched

Docs

County

JOHNSON

Page Url

https://ia.iowadot.gov/contracts/biddocuments/October2026

Bid Order

103

Enriched

Yes

Projects

STP-006-7(098)--2C-52, BRF-006-7(102)--38-52

Proposal Id

52-0067-098

Letting Date

Oct 20, 2026

List Url Hint

ia.iowadot.gov/contracts/biddocuments

Package Text

Package Files

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Name: 20OCT103\Prop\DS-23004.pdf
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Bytes: 47943

Name: 20OCT103\Prop\estprop103.pdf
Bytes: 429707

Name: 20OCT103\Prop\ROW103.pdf
Bytes: 166095

Package Pages

Categorized By

llm

Package Fetched

https://secure.iowadot.gov/contracts/october_2026_letting/20OCT103.zip

Package Scope Docs

Package Manifest Only

View official postingOpens the original Iowa Department of Transportation listing in a new tab

Surety · through Light RFPprequal free · bid bond free · p&p 3%

The bonds you’ll need for this one

Read from this solicitation’s notice text — each row shows the sentence it came from. Confirm final amounts and forms with the issuing agency before you submit.

Bid Bond$375,000.00

90% match confidenceFrom the notice“Proposal Guaranty: $375,000.00”

FreeGet this one →

What’s a good guy letter?

A surety’s written statement that it expects to bond you up to a stated amount, subject to final underwriting. It’s what a GC or agency asks to see before they take your bid seriously.

Bonding Directory

Not the right RFP for you?

Open opportunities in the same trade and area, with time left to bid

See all Asphalt bids →

Not finding it?Describe the work in your own words and we’ll search the whole site.Search with AI →

Prequalify For Bondingknow you’re bondable · no bond scramble Bid bond

Pcc Pavement — Johnson County, IA (Proposal 52-0067-098)

What this bid is asking for

Requirements

Posted Scope of Work

Project

Bidding

Documents

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Documents

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Pcc Pavement — Johnson County, IA (Proposal 52-0067-098)

What this bid is asking for

Requirements

Posted Scope of Work

Project

Bidding

Documents

More asphalt bids in Iowa, weekly.

Documents

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Questions & answers

The bonds you’ll need for this one

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