Government · Indiana

Full Depth Reclamation And Bridge Replacement (Contract R-43655-A)

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

27days left

Due Dec 9, 2026·Posted Nov 10, 2026

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AI takeaways

The Indiana Department of Transportation is soliciting bids for Full Depth Reclamation and Bridge Replacement in Johnson County, IN (Contract R-43655-A).
Bids are due December 9, 2026 at 10:00 AM local time via Bid Express, with a completion date of November 20, 2027.
The work includes full depth reclamation on CR 700N from CR 750E to the Shelby County Line, a prestressed concrete box beam bridge replacement over Leatherwood Creek, and a precast reinforced concrete 3-sided structure bridge replacement over Demott Drain.
The procurement method is Competitive Bid, and the issuing agency is the Indiana Department of Transportation.
Requirement: Bidders must hold a valid Certificate of Qualification issued by the Indiana Department of Transportation (INDOT).
Requirement: Prequalification categories required are B(A), C(B), and D(A).
Requirement: An executed bid bond shall be included with all bids.
Requirement: A fully executed performance bond shall be included with all proposal bids.
Requirement: Each contractor that submits a proposal bid in the amount of $150,000 or more for highway improvements is required to submit with that bid a written plan for a program to test the contractor’s employees for drugs.

Bonding: Bid Bond: An executed bid bond shall be…
Set-asides: DBE
Licence: a valid Certificate of Qualification issued…
Prequalification: Required · 3 items

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

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Contact the buyer

INDOT Contract Administration — Construction Letting

bidx.support@infotechinc.comEmail (317) 232-5300Phone

Location:

Johnson County, IN

Open in Maps ↗

Solicitation

R43655A-20261209

R-43655-A

Method

Competitive Bid

Duration

Completion date: November 20, 2027

Documents

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20261209-REG-NTC.pdfPDF

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20261209-REG-SOPI.xlsxXLSX

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20261209-REG-SOPI.pdfPDF

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20261209-REG-SOPI_DES.xlsxXLSX

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noticetobiddersR-46136-A.pdfPDF

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Document 6Link

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notice to bidders R-43950-A_.pdfPDF

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What this bid is asking for

AI-generated

Perform full depth reclamation on CR 700N from CR 750E to the Shelby County Line.
Replace the bridge on CR 700N over Leatherwood Creek with a 41- prestressed concrete box beam.
Replace the bridge on CR 700N over Demott Drain with a 41- precast reinforced concrete 3-sided structure.
Provide all necessary construction engineering, mobilization, traffic control, and restoration work as detailed in the schedule of pay items.

Requirements

From the documents

Licence: a valid Certificate of Qualification issued by the Indiana Department of Transportation (INDOT)
Prequalification: Required · 3 items
Bonding capacity: Bid Bond: An executed bid bond shall be included with all bids; Performance & Payment Bond: A fully executed performance bond shall be included with all proposal bidsGet prequalified for this →

Posted Scope of Work

Scope

FULL DEPTH RECLAMATION AND BRIDGE REPLACEMENT

Locations

FULL DEPTH RECLAMATION2002991 JOHNSON COUNTY - ON CR 700N FROM CR 750E TO SHELBY COUNTY LINE
BRIDGE REPLACEMENT 41- PRESTRESSED CONCRETE BOX BEAM JOHNSON COUNTY - ON CR 700N OVER LEATHERWOOD CREEK, 0.31 MILE EAST OF CR 600E
BRIDGE REPLACEMENT WITH SMALL STRUCTURE 41- PRECAST REINFORCED CONCRETE 3-SIDED STRUCTURE JOHNSON COUNTY - ON CR 700N OVER DEMOTT DRAIN, 0.52 MILE EAST OF CR 750E

Contract details

Contract: R-43655-A (Call 164)
District: Seymour District
Project control nos.: 2002991, 2002993, 2100550
Completion date: November 20, 2027
Goals: DBE Goal: 0.00
Prequalification: B(A) C(B) D(A)

Bidding

Bids open December 9, 2026 at 10:00 AM local via Bid Express (https://bidx.com/in/lettings).
Contractors must register in advance by emailing their request to bid to INDOTbidders@indot.in.gov no later than 9:00 AM on the bid opening date.

Section No.: 1 FULL DEPTH RECLAMATION
.
Line
Item No Item Code Description Quantity Unit
0001 105-06845 CONSTRUCTION ENGINEERING 1.00 LS
0002 109-08359 LIQUIDATED DAMAGES 1.00 DOL
0003 109-08360 CONTRACT LIENS 1.00 DOL
0004 109-08440 QUALITY ADJUSTMENTS, HMA 1.00 DOL
0005 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC CONTROL DEVICES AND MARKINGS 1.00 DOL
0006 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.00 DOL
0007 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.00 DOL
0008 109-09377 QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC MARKINGS 1.00 DOL
0009 109-09489 PAYMENT ADJUSTMENT, PG ASPHALT BINDER 1.00 DOL
0010 109-11362 QUALITY ADJUSTMENTS, FAILURE TO MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 1.00 DOL
0011 110-01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS
0012 201-52370 CLEARING RIGHT-OF-WAY 1.00 LS
0013 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO. 1.00 LS
0014 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO.

Scope, read from the documentsAI-generated

The work consists of three main components: 1) Full depth reclamation on CR 700N from CR 750E to the Shelby County Line. 2) Bridge replacement with a 41- prestressed concrete box beam on CR 700N over Leatherwood Creek, 0.31 mile east of CR 600E. 3) Bridge replacement with a small structure, a 41- precast reinforced concrete 3-sided structure, on CR 700N over Demott Drain, 0.52 mile east of CR 750E. The contract also includes line items for construction engineering, mobilization and demobilization, clearing right-of-way, removal of present structures, and various quality and payment adjustments.

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Questions & answers

AI-generated

What is the bid due date and time?

Bids are due December 9, 2026 at 10:00 AM local time.

Where do I submit my bid?

Bids must be submitted electronically via the Bid Express Online Bidding Exchange (Bid Express).

What prequalification categories are required for this contract?

The required prequalification categories are B(A), C(B), and D(A).

What is the DBE goal for this contract?

The DBE Goal is 0.00.

Full source recordEvery field Indiana Department of Transportation published, untouched

Call: 164
Dbe Goal: 0.00
Pdf Text: Section No.: 1 FULL DEPTH RECLAMATION . Line Item No Item Code Description Quantity Unit 0001 105-06845 CONSTRUCTION ENGINEERING 1.00 LS 0002 109-08359 LIQUIDATED DAMAGES 1.00 DOL 0003 109-08360 CONTRACT LIENS 1.00 DOL 0004 109-08440 QUALITY ADJUSTMENTS, HMA 1.00 DOL 0005 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC CONTROL DEVICES AND MARKINGS 1.00 DOL 0006 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.00 DOL 0007 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.00 DOL 0008 109-09377 QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC MARKINGS 1.00 DOL 0009 109-09489 PAYMENT ADJUSTMENT, PG ASPHALT BINDER 1.00 DOL 0010 109-11362 QUALITY ADJUSTMENTS, FAILURE TO MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 1.00 DOL 0011 110-01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS 0012 201-52370 CLEARING RIGHT-OF-WAY 1.00 LS 0013 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO. 1.00 LS 0014 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO. 1.00 LS 0015 202-52710 SIDEWALK CONCRETE, REMOVE 3.00 SYS 0016 202-74045 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE 10.00EACH 0017 202-93741 GUARDRAIL END TREATMENT, REMOVE 2.00EACH 0018 202-96133 PIPE, REMOVE 854.00 LFT 0019 203-02000 EXCAVATION, COMMON 6335.00 CYS 0020 203-02070 BORROW 7961.00 CYS 0021 203-51223 EXCAVATION, WATERWAY 265.00 CYS 0022 205-11626 PUMP AROUND 2.00EACH 0023 205-12108 STORMWATER MANAGEMENT BUDGET 30745.50 DOL 0024 205-12616 STORMWATER MANAGEMENT IMPLEMENTATION 1.00 LS 0025 205-12618 SWQCP PREPARATION 1.00 LS 0026 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 455.00 CYS 0027 207-08264 SUBGRADE TREATMENT, TYPE II 756.00 SYS 0028 207-12635 SUBGRADE TREATMENT, TYPE IBC 10204.00 SYS 0029 211-02050 B BORROW 193.00 CYS 0030 211-06467 AGGREGATE FOR END BENT BACKFILL 32.00 CYS 0031 211-09264 STRUCTURE BACKFILL, TYPE 1 1.00 CYS 0032 211-09265 STRUCTURE BACKFILL, TYPE 2 359.00 CYS 0033 211-09268 STRUCTURE BACKFILL, TYPE 5 352.00 CYS 0034 214-07202 GEOGRID, TYPE IA 69.00 SYS 0035 214-12238 GEOTEXTILE FOR PAVEMENT, TYPE 2A 1491.00 SYS 0036 214-12239 GEOTEXTILE FOR PAVEMENT, TYPE 2B 206.00 SYS 0037 301-12232 COMPACTED AGGREGATE, NO. 5 373.00 CYS 0038 301-12234 COMPACTED AGGREGATE, NO. 53 1428.00 CYS 0039 302-06464 SUBBASE FOR PCCP 52.00 CYS 0040 303-01180 COMPACTED AGGREGATE, NO. 53 1340.00 TON 0041 303-05738 AGGREGATE, NO. 5 21.00 TON 0042 304-07493 WIDENING WITH HMA, TYPE B 52.00 TON 0043 306-08038 MILLING, ASPHALT, 4 IN. 4989.00 SYS 0044 306-08043 MILLING, TRANSITION 357.00 SYS 0045 307-12253 CORRECTIVE AGGREGATE, FDR 200.00 TON 0046 307-12254 FULL DEPTH RECLAMATION 7983.00 SYS 0047 307-12256 STABILIZING MATERIAL, PORTLAND CEMENT 302.00 TON 0048 401-000001 QC/QA-HMA, 2, 58S, SURFACE, 9.5 mm 661.00 TON 0049 401-000005 QC/QA-HMA, 3, 58H, SURFACE, 9.5 mm 826.00 TON 0050 401-000037 QC/QA-HMA, 2, 58S, INTERMEDIATE, 19.0 mm 2751.00 TON 0051 401-000052 QC/QA-HMA, 2, 58S, BASE, 19.0 mm 1940.00 TON 0052 401-11526 JOINT ADHESIVE 4832.00 LFT 0053 401-12169 INERTIAL PROFILER, HMA 1.00 LS 0054 401-12439 VOID REDUCING ASPHALT MEMBRANE FOR HMA 4932.00 LFT 0055 402-10084 HMA FOR TEMPORARY PAVEMENT, TYPE B 54.00 TON 0056 406-05520 ASPHALT FOR TACK COAT 17.00 TON 0057 601-01522 GUARDRAIL TRANSITION, TYPE TGB 1.00EACH 0058 601-02241 GUARDRAIL, REMOVE 66.00 LFT 0059 601-06233 IMPACT ATTENUATOR, ED-W1, TL-3 3.00EACH 0060 601-12281 GUARDRAIL, MGS W-BEAM, 6 FT 3 IN. SPACING 369.00 LFT 0061 601-12288 GUARDRAIL, MGS, LONG SPAN, TYPE 2 2.00EACH 0062 601-12292 GUARDRAIL TRANSITION, MGS WITHOUT CURB 4.00EACH 0063 601-94689 GUARDRAIL END TREATMENT, TYPE OS 8.00EACH 0064 602-06729 BARRIER DELINEATOR 8.00EACH 0065 605-06140 CURB AND GUTTER, CONCRETE 200.00 LFT 0066 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 12 IN. 206.00 SYS 0067 610-07487 HMA FOR APPROACHES, TYPE B 40.00 TON 0068 611-08232 MAILBOX ASSEMBLY, RESET, SINGLE 1.00EACH 0069 615-06490 RIGHT-OF-WAY MARKER 20.00EACH 0070 615-06505 MONUMENT, TYPE B 14.00EACH 0071 615-06530 BENCHMARK POST 2.00EACH 0072 616-05688 RIPRAP, CLASS 1 1272.00 TON 0073 616-06405 RIPRAP, REVETMENT 72.00 TON 0074 616-12246 GEOTEXTILE FOR RIPRAP, TYPE 1A 1562.00 SYS 0075 616-12248 GEOTEXTILE FOR RIPRAP, TYPE 2A 70.00 SYS 0076 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 3.00EACH 0077 621-06545 FERTILIZER FOR PERMANENT SEEDING 0.80 TON 0078 621-06553 SEED MIXTURE, TYPE R 821.00 LBS 0079 621-06567 WATER 6.00 kGAL 0080 621-06574 SODDING 826.00 SYS 0081 621-12612 SEED MIXTURE, FLOODPLAIN 2.00 LBS 0082 622-05641 PLANT, DECIDUOUS SHRUB, 36 IN. TO 48 IN. 18.00EACH 0083 622-05648 PLANT, DECIDUOUS TREE, SINGLE STEM, 1.25 IN. OR UNDER 36.00EACH 0084 628-11976 COMPUTER SYSTEM EQUIPMENT 1.00EACH 0085 628-12683 FIELD OFFICE, TYPE D 12.00 MOS 0086 629-000149 TOPSOIL PROCESSING AND DISTRIBUTION 21171.00 SYS 0087 629-000150 TOPSOIL AMENDMENT BUDGET 42343.00 DOL 0088 701-09558 TEST PILE, INDICATOR, PRODUCTION 130.00 LFT 0089 701-09560 TEST PILE, INDICATOR, RESTRIKE 2.00EACH 0090 701-09663 PILE, STEEL PIPE, 0.312 IN., DIAMETER 14 IN. 660.00 LFT 0091 702-04325 TEMPORARY SHORING 1.00 LS 0092 702-51015 CONCRETE, B, FOOTINGS 10.00 CYS 0093 702-90915 CONCRETE, A 2.00 CYS 0094 702-92857 CONCRETE, C, SUBSTRUCTURE 40.00 CYS 0095 703-06029 REINFORCING BARS, EPOXY COATED 48456.00 LBS 0096 703-97936 THREADED TIE BAR ASSEMBLY, EPOXY COATED 44.00EACH 0097 704-51002 CONCRETE, C, SUPERSTRUCTURE 99.10 CYS 0098 706-09960 RAILING, CONCRETE TYPE FC 132.00 LFT 0099 706-11620 CONCRETE BRIDGE RAILING TRANSITION, TYPE TFC 4.00EACH 0100 707-09862 STRUCTURAL MEMBER, CONCRETE, BOX BEAM, 27 IN. X 48 IN. 390.00 LFT 0101 709-51821 SURFACE SEAL 1.00 LS 0102 714-000086 WATERPROOFING MEMBRANE, TYPE 2 4000.00 SFT 0103 714-11705 STRUCTURE, COATED REINFORCED CONCRETE, BOX SECTIONS, 8 FT X 4 FT 78.00 LFT 0104 715-03584 SAFETY METAL END SECTION, 4:1, DIAMETER 18 IN. 4.00EACH 0105 715-05121 PIPE, TYPE 1, CIRCULAR, DIAMETER 18 IN. 115.00 LFT 0106 715-05146 PIPE, TYPE 2, CIRCULAR, DIAMETER 6 IN. 40.00 LFT 0107 715-05149 PIPE, TYPE 2, CIRCULAR, DIAMETER 12 IN. 780.00 LFT 0108 715-05169 PIPE, TYPE 3, CIRCULAR, DIAMETER 15 IN. 187.00 LFT 0109 715-05407 PIPE, END BENT DRAIN, DIAMETER 6 IN. 130.00 LFT 0110 715-46005 PIPE END SECTION, DIAMETER 15 IN. 8.00EACH 0111 718-12307 GEOTEXTILE FOR UNDERDRAINS, TYPE 2A 94.00 SYS 0112 719-05439 PIPE, DRAIN TILE TERMINAL SECTION, DIAMETER 6 IN. 45.00 LFT 0113 720-08617 INLET, INTAKE RISER 1.00EACH 0114 720-98174 INLET, TYPE B15 2.00EACH 0115 722-12732 LONGITUDINAL GROOVING 488.00 SYS 0116 723-11454 STRUCTURE, COATED REINFORCED CONCRETE, THREE-SIDED SECTIONS, 240 IN. X 108 IN. 48.00 LFT 0117 801-04308 ROAD CLOSURE SIGN ASSEMBLY 2.00EACH 0118 801-06625 DETOUR ROUTE MARKER ASSEMBLY 20.00EACH 0119 801-06640 CONSTRUCTION SIGN, TYPE A 8.00EACH 0120 801-06645 CONSTRUCTION SIGN, TYPE B 2.00EACH 0121 801-06775 MAINTAINING TRAFFIC 1.00 LS 0122 801-07118 BARRICADE, TYPE III-A 48.00 LFT 0123 801-07119 BARRICADE, TYPE III-B 48.00 LFT 0124 801-08508 TEMPORARY TRAFFIC BARRIER, ANCHORED, TYPE 2 270.00 LFT 0125 802-05701 SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE 46.00 LFT 0126 802-05702 SIGN POST, SQUARE, TYPE 2, REINFORCED ANCHOR BASE 41.00 LFT 0127 802-09838 SIGN, SHEET, WITH LEGEND, 0.080 IN. THICKNESS 39.00 SFT 0128 802-09840 SIGN, SHEET, WITH LEGEND, 0.100 IN. THICKNESS 9.00 SFT 0129 802-91122 SIGN, GROUND MOUNTED, RESET 2.00EACH 0130 808-06712 LINE, PAINT, BROKEN, YELLOW, 4 IN. 586.00 LFT 0131 808-06713 LINE, PAINT, SOLID, WHITE, 4 IN. 10200.00 LFT 0132 808-06714 LINE, PAINT, SOLID, YELLOW, 4 IN. 5910.00 LFT
Contract: R-43655-A
Counties: Johnson
District: Seymour District
Goals Raw: DBE Goal: 0.00
Sopi Urls: https://www.in.gov/indot/files/20261209-REG-SOPI.xlsx, https://www.in.gov/indot/files/20261209-REG-SOPI.pdf, https://www.in.gov/indot/files/20261209-REG-SOPI_DES.xlsx, https://www.in.gov/indot/doing-business-with-indot/noticetobiddersR-46136-A.pdf, https://www.in.gov/indot/doing-business-with-indot/home/contracts/rescheduled-contracts, https://www.in.gov/indot/files/notice%20to%20bidders%20R-43950-A_.pdf
Work Type: FULL DEPTH RECLAMATION AND BRIDGE REPLACEMENT
Locations: FULL DEPTH RECLAMATION2002991 JOHNSON COUNTY - ON CR 700N FROM CR 750E TO SHELBY COUNTY LINE, BRIDGE REPLACEMENT 41- PRESTRESSED CONCRETE BOX BEAM JOHNSON COUNTY - ON CR 700N OVER LEATHERWOOD CREEK, 0.31 MILE EAST OF CR 600E, BRIDGE REPLACEMENT WITH SMALL STRUCTURE 41- PRECAST REINFORCED CONCRETE 3-SIDED STRUCTURE JOHNSON COUNTY - ON CR 700N OVER DEMOTT DRAIN, 0.52 MILE EAST OF CR 750E
Notice Url: https://www.in.gov/indot/files/20261209-REG-NTC.pdf
Published: Nov 10, 2026
Des Numbers: 2002991, 2002993, 2100550
Letting Raw: December 9, 2026 at 10:00 AM
Letting Url: https://www.in.gov/indot/doing-business-with-indot/home/contracts/december-09-2026-regular-letting
Letting Date: Dec 9, 2026
Notice Label: Notice to Contractors
Contact Phone: (317) 232-5300
Letting Label: Wednesday, December 9, 2026 - Regular Letting
Categorized By: llm
Completion Raw: November 20, 2027
Completion Date: Nov 20, 2027
Qualifications: B(A) C(B) D(A)

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Source: Indiana Department of Transportation (solicitation R43655A-20261209), 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 · Indiana

Full Depth Reclamation And Bridge Replacement (Contract R-43655-A)

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

27days left

Due Dec 9, 2026·Posted Nov 10, 2026

Get a bid bondBid bond

AI takeaways

The Indiana Department of Transportation is soliciting bids for Full Depth Reclamation and Bridge Replacement in Johnson County, IN (Contract R-43655-A).
Bids are due December 9, 2026 at 10:00 AM local time via Bid Express, with a completion date of November 20, 2027.
The work includes full depth reclamation on CR 700N from CR 750E to the Shelby County Line, a prestressed concrete box beam bridge replacement over Leatherwood Creek, and a precast reinforced concrete 3-sided structure bridge replacement over Demott Drain.
The procurement method is Competitive Bid, and the issuing agency is the Indiana Department of Transportation.
Requirement: Bidders must hold a valid Certificate of Qualification issued by the Indiana Department of Transportation (INDOT).
Requirement: Prequalification categories required are B(A), C(B), and D(A).
Requirement: An executed bid bond shall be included with all bids.
Requirement: A fully executed performance bond shall be included with all proposal bids.
Requirement: Each contractor that submits a proposal bid in the amount of $150,000 or more for highway improvements is required to submit with that bid a written plan for a program to test the contractor’s employees for drugs.

Bonding: Bid Bond: An executed bid bond shall be…
Set-asides: DBE
Licence: a valid Certificate of Qualification issued…
Prequalification: Required · 3 items

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

This bid asks for a bid bond. Get it — free.Straight through to the application — no quote request, no broker in the middle.

Due with the bid — not after you win it
Free — no premium at all, and a soft credit pull
One form, A-rated surety — approvals in minutes

Bidding more than this one? Prequalify once, free →

Get the bid bond — free →

Contact the buyer

INDOT Contract Administration — Construction Letting

bidx.support@infotechinc.comEmail (317) 232-5300Phone

Location:

Johnson County, IN

Open in Maps ↗

Solicitation

R43655A-20261209

R-43655-A

Method

Competitive Bid

Duration

Completion date: November 20, 2027

Documents

Download zip

20261209-REG-NTC.pdfPDF

Preview Download

20261209-REG-SOPI.xlsxXLSX

Preview Download

20261209-REG-SOPI.pdfPDF

Preview Download

20261209-REG-SOPI_DES.xlsxXLSX

Preview Download

noticetobiddersR-46136-A.pdfPDF

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Document 6Link

Open

notice to bidders R-43950-A_.pdfPDF

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What this bid is asking for

AI-generated

Perform full depth reclamation on CR 700N from CR 750E to the Shelby County Line.
Replace the bridge on CR 700N over Leatherwood Creek with a 41- prestressed concrete box beam.
Replace the bridge on CR 700N over Demott Drain with a 41- precast reinforced concrete 3-sided structure.
Provide all necessary construction engineering, mobilization, traffic control, and restoration work as detailed in the schedule of pay items.

Requirements

From the documents

Licence: a valid Certificate of Qualification issued by the Indiana Department of Transportation (INDOT)
Prequalification: Required · 3 items
Bonding capacity: Bid Bond: An executed bid bond shall be included with all bids; Performance & Payment Bond: A fully executed performance bond shall be included with all proposal bidsGet prequalified for this →

Posted Scope of Work

Scope

FULL DEPTH RECLAMATION AND BRIDGE REPLACEMENT

Locations

FULL DEPTH RECLAMATION2002991 JOHNSON COUNTY - ON CR 700N FROM CR 750E TO SHELBY COUNTY LINE
BRIDGE REPLACEMENT 41- PRESTRESSED CONCRETE BOX BEAM JOHNSON COUNTY - ON CR 700N OVER LEATHERWOOD CREEK, 0.31 MILE EAST OF CR 600E
BRIDGE REPLACEMENT WITH SMALL STRUCTURE 41- PRECAST REINFORCED CONCRETE 3-SIDED STRUCTURE JOHNSON COUNTY - ON CR 700N OVER DEMOTT DRAIN, 0.52 MILE EAST OF CR 750E

Contract details

Bidding

Scope, read from the documentsAI-generated

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Questions & answers

AI-generated

What is the bid due date and time?

Bids are due December 9, 2026 at 10:00 AM local time.

Where do I submit my bid?

Bids must be submitted electronically via the Bid Express Online Bidding Exchange (Bid Express).

What prequalification categories are required for this contract?

The required prequalification categories are B(A), C(B), and D(A).

What is the DBE goal for this contract?

The DBE Goal is 0.00.

Full source recordEvery field Indiana Department of Transportation published, untouched

Call: 164
Dbe Goal: 0.00
Pdf Text: Section No.: 1 FULL DEPTH RECLAMATION . Line Item No Item Code Description Quantity Unit 0001 105-06845 CONSTRUCTION ENGINEERING 1.00 LS 0002 109-08359 LIQUIDATED DAMAGES 1.00 DOL 0003 109-08360 CONTRACT LIENS 1.00 DOL 0004 109-08440 QUALITY ADJUSTMENTS, HMA 1.00 DOL 0005 109-08443 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC CONTROL DEVICES AND MARKINGS 1.00 DOL 0006 109-08444 QUALITY ADJUSTMENTS, FAILED MATERIALS 1.00 DOL 0007 109-08463 PROJECT ESTIMATE ADJUSTMENT 1.00 DOL 0008 109-09377 QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC MARKINGS 1.00 DOL 0009 109-09489 PAYMENT ADJUSTMENT, PG ASPHALT BINDER 1.00 DOL 0010 109-11362 QUALITY ADJUSTMENTS, FAILURE TO MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 1.00 DOL 0011 110-01001 MOBILIZATION AND DEMOBILIZATION 1.00 LS 0012 201-52370 CLEARING RIGHT-OF-WAY 1.00 LS 0013 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO. 1.00 LS 0014 202-51330 PRESENT STRUCTURE, REMOVE, STRUCTURE NO. 1.00 LS 0015 202-52710 SIDEWALK CONCRETE, REMOVE 3.00 SYS 0016 202-74045 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE 10.00EACH 0017 202-93741 GUARDRAIL END TREATMENT, REMOVE 2.00EACH 0018 202-96133 PIPE, REMOVE 854.00 LFT 0019 203-02000 EXCAVATION, COMMON 6335.00 CYS 0020 203-02070 BORROW 7961.00 CYS 0021 203-51223 EXCAVATION, WATERWAY 265.00 CYS 0022 205-11626 PUMP AROUND 2.00EACH 0023 205-12108 STORMWATER MANAGEMENT BUDGET 30745.50 DOL 0024 205-12616 STORMWATER MANAGEMENT IMPLEMENTATION 1.00 LS 0025 205-12618 SWQCP PREPARATION 1.00 LS 0026 206-51230 EXCAVATION, FOUNDATION, UNCLASSIFIED 455.00 CYS 0027 207-08264 SUBGRADE TREATMENT, TYPE II 756.00 SYS 0028 207-12635 SUBGRADE TREATMENT, TYPE IBC 10204.00 SYS 0029 211-02050 B BORROW 193.00 CYS 0030 211-06467 AGGREGATE FOR END BENT BACKFILL 32.00 CYS 0031 211-09264 STRUCTURE BACKFILL, TYPE 1 1.00 CYS 0032 211-09265 STRUCTURE BACKFILL, TYPE 2 359.00 CYS 0033 211-09268 STRUCTURE BACKFILL, TYPE 5 352.00 CYS 0034 214-07202 GEOGRID, TYPE IA 69.00 SYS 0035 214-12238 GEOTEXTILE FOR PAVEMENT, TYPE 2A 1491.00 SYS 0036 214-12239 GEOTEXTILE FOR PAVEMENT, TYPE 2B 206.00 SYS 0037 301-12232 COMPACTED AGGREGATE, NO. 5 373.00 CYS 0038 301-12234 COMPACTED AGGREGATE, NO. 53 1428.00 CYS 0039 302-06464 SUBBASE FOR PCCP 52.00 CYS 0040 303-01180 COMPACTED AGGREGATE, NO. 53 1340.00 TON 0041 303-05738 AGGREGATE, NO. 5 21.00 TON 0042 304-07493 WIDENING WITH HMA, TYPE B 52.00 TON 0043 306-08038 MILLING, ASPHALT, 4 IN. 4989.00 SYS 0044 306-08043 MILLING, TRANSITION 357.00 SYS 0045 307-12253 CORRECTIVE AGGREGATE, FDR 200.00 TON 0046 307-12254 FULL DEPTH RECLAMATION 7983.00 SYS 0047 307-12256 STABILIZING MATERIAL, PORTLAND CEMENT 302.00 TON 0048 401-000001 QC/QA-HMA, 2, 58S, SURFACE, 9.5 mm 661.00 TON 0049 401-000005 QC/QA-HMA, 3, 58H, SURFACE, 9.5 mm 826.00 TON 0050 401-000037 QC/QA-HMA, 2, 58S, INTERMEDIATE, 19.0 mm 2751.00 TON 0051 401-000052 QC/QA-HMA, 2, 58S, BASE, 19.0 mm 1940.00 TON 0052 401-11526 JOINT ADHESIVE 4832.00 LFT 0053 401-12169 INERTIAL PROFILER, HMA 1.00 LS 0054 401-12439 VOID REDUCING ASPHALT MEMBRANE FOR HMA 4932.00 LFT 0055 402-10084 HMA FOR TEMPORARY PAVEMENT, TYPE B 54.00 TON 0056 406-05520 ASPHALT FOR TACK COAT 17.00 TON 0057 601-01522 GUARDRAIL TRANSITION, TYPE TGB 1.00EACH 0058 601-02241 GUARDRAIL, REMOVE 66.00 LFT 0059 601-06233 IMPACT ATTENUATOR, ED-W1, TL-3 3.00EACH 0060 601-12281 GUARDRAIL, MGS W-BEAM, 6 FT 3 IN. SPACING 369.00 LFT 0061 601-12288 GUARDRAIL, MGS, LONG SPAN, TYPE 2 2.00EACH 0062 601-12292 GUARDRAIL TRANSITION, MGS WITHOUT CURB 4.00EACH 0063 601-94689 GUARDRAIL END TREATMENT, TYPE OS 8.00EACH 0064 602-06729 BARRIER DELINEATOR 8.00EACH 0065 605-06140 CURB AND GUTTER, CONCRETE 200.00 LFT 0066 609-06259 REINFORCED CONCRETE BRIDGE APPROACH, 12 IN. 206.00 SYS 0067 610-07487 HMA FOR APPROACHES, TYPE B 40.00 TON 0068 611-08232 MAILBOX ASSEMBLY, RESET, SINGLE 1.00EACH 0069 615-06490 RIGHT-OF-WAY MARKER 20.00EACH 0070 615-06505 MONUMENT, TYPE B 14.00EACH 0071 615-06530 BENCHMARK POST 2.00EACH 0072 616-05688 RIPRAP, CLASS 1 1272.00 TON 0073 616-06405 RIPRAP, REVETMENT 72.00 TON 0074 616-12246 GEOTEXTILE FOR RIPRAP, TYPE 1A 1562.00 SYS 0075 616-12248 GEOTEXTILE FOR RIPRAP, TYPE 2A 70.00 SYS 0076 621-01004 MOBILIZATION AND DEMOBILIZATION FOR SEEDING 3.00EACH 0077 621-06545 FERTILIZER FOR PERMANENT SEEDING 0.80 TON 0078 621-06553 SEED MIXTURE, TYPE R 821.00 LBS 0079 621-06567 WATER 6.00 kGAL 0080 621-06574 SODDING 826.00 SYS 0081 621-12612 SEED MIXTURE, FLOODPLAIN 2.00 LBS 0082 622-05641 PLANT, DECIDUOUS SHRUB, 36 IN. TO 48 IN. 18.00EACH 0083 622-05648 PLANT, DECIDUOUS TREE, SINGLE STEM, 1.25 IN. OR UNDER 36.00EACH 0084 628-11976 COMPUTER SYSTEM EQUIPMENT 1.00EACH 0085 628-12683 FIELD OFFICE, TYPE D 12.00 MOS 0086 629-000149 TOPSOIL PROCESSING AND DISTRIBUTION 21171.00 SYS 0087 629-000150 TOPSOIL AMENDMENT BUDGET 42343.00 DOL 0088 701-09558 TEST PILE, INDICATOR, PRODUCTION 130.00 LFT 0089 701-09560 TEST PILE, INDICATOR, RESTRIKE 2.00EACH 0090 701-09663 PILE, STEEL PIPE, 0.312 IN., DIAMETER 14 IN. 660.00 LFT 0091 702-04325 TEMPORARY SHORING 1.00 LS 0092 702-51015 CONCRETE, B, FOOTINGS 10.00 CYS 0093 702-90915 CONCRETE, A 2.00 CYS 0094 702-92857 CONCRETE, C, SUBSTRUCTURE 40.00 CYS 0095 703-06029 REINFORCING BARS, EPOXY COATED 48456.00 LBS 0096 703-97936 THREADED TIE BAR ASSEMBLY, EPOXY COATED 44.00EACH 0097 704-51002 CONCRETE, C, SUPERSTRUCTURE 99.10 CYS 0098 706-09960 RAILING, CONCRETE TYPE FC 132.00 LFT 0099 706-11620 CONCRETE BRIDGE RAILING TRANSITION, TYPE TFC 4.00EACH 0100 707-09862 STRUCTURAL MEMBER, CONCRETE, BOX BEAM, 27 IN. X 48 IN. 390.00 LFT 0101 709-51821 SURFACE SEAL 1.00 LS 0102 714-000086 WATERPROOFING MEMBRANE, TYPE 2 4000.00 SFT 0103 714-11705 STRUCTURE, COATED REINFORCED CONCRETE, BOX SECTIONS, 8 FT X 4 FT 78.00 LFT 0104 715-03584 SAFETY METAL END SECTION, 4:1, DIAMETER 18 IN. 4.00EACH 0105 715-05121 PIPE, TYPE 1, CIRCULAR, DIAMETER 18 IN. 115.00 LFT 0106 715-05146 PIPE, TYPE 2, CIRCULAR, DIAMETER 6 IN. 40.00 LFT 0107 715-05149 PIPE, TYPE 2, CIRCULAR, DIAMETER 12 IN. 780.00 LFT 0108 715-05169 PIPE, TYPE 3, CIRCULAR, DIAMETER 15 IN. 187.00 LFT 0109 715-05407 PIPE, END BENT DRAIN, DIAMETER 6 IN. 130.00 LFT 0110 715-46005 PIPE END SECTION, DIAMETER 15 IN. 8.00EACH 0111 718-12307 GEOTEXTILE FOR UNDERDRAINS, TYPE 2A 94.00 SYS 0112 719-05439 PIPE, DRAIN TILE TERMINAL SECTION, DIAMETER 6 IN. 45.00 LFT 0113 720-08617 INLET, INTAKE RISER 1.00EACH 0114 720-98174 INLET, TYPE B15 2.00EACH 0115 722-12732 LONGITUDINAL GROOVING 488.00 SYS 0116 723-11454 STRUCTURE, COATED REINFORCED CONCRETE, THREE-SIDED SECTIONS, 240 IN. X 108 IN. 48.00 LFT 0117 801-04308 ROAD CLOSURE SIGN ASSEMBLY 2.00EACH 0118 801-06625 DETOUR ROUTE MARKER ASSEMBLY 20.00EACH 0119 801-06640 CONSTRUCTION SIGN, TYPE A 8.00EACH 0120 801-06645 CONSTRUCTION SIGN, TYPE B 2.00EACH 0121 801-06775 MAINTAINING TRAFFIC 1.00 LS 0122 801-07118 BARRICADE, TYPE III-A 48.00 LFT 0123 801-07119 BARRICADE, TYPE III-B 48.00 LFT 0124 801-08508 TEMPORARY TRAFFIC BARRIER, ANCHORED, TYPE 2 270.00 LFT 0125 802-05701 SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE 46.00 LFT 0126 802-05702 SIGN POST, SQUARE, TYPE 2, REINFORCED ANCHOR BASE 41.00 LFT 0127 802-09838 SIGN, SHEET, WITH LEGEND, 0.080 IN. THICKNESS 39.00 SFT 0128 802-09840 SIGN, SHEET, WITH LEGEND, 0.100 IN. THICKNESS 9.00 SFT 0129 802-91122 SIGN, GROUND MOUNTED, RESET 2.00EACH 0130 808-06712 LINE, PAINT, BROKEN, YELLOW, 4 IN. 586.00 LFT 0131 808-06713 LINE, PAINT, SOLID, WHITE, 4 IN. 10200.00 LFT 0132 808-06714 LINE, PAINT, SOLID, YELLOW, 4 IN. 5910.00 LFT
Contract: R-43655-A
Counties: Johnson
District: Seymour District
Goals Raw: DBE Goal: 0.00
Sopi Urls: https://www.in.gov/indot/files/20261209-REG-SOPI.xlsx, https://www.in.gov/indot/files/20261209-REG-SOPI.pdf, https://www.in.gov/indot/files/20261209-REG-SOPI_DES.xlsx, https://www.in.gov/indot/doing-business-with-indot/noticetobiddersR-46136-A.pdf, https://www.in.gov/indot/doing-business-with-indot/home/contracts/rescheduled-contracts, https://www.in.gov/indot/files/notice%20to%20bidders%20R-43950-A_.pdf
Work Type: FULL DEPTH RECLAMATION AND BRIDGE REPLACEMENT
Locations: FULL DEPTH RECLAMATION2002991 JOHNSON COUNTY - ON CR 700N FROM CR 750E TO SHELBY COUNTY LINE, BRIDGE REPLACEMENT 41- PRESTRESSED CONCRETE BOX BEAM JOHNSON COUNTY - ON CR 700N OVER LEATHERWOOD CREEK, 0.31 MILE EAST OF CR 600E, BRIDGE REPLACEMENT WITH SMALL STRUCTURE 41- PRECAST REINFORCED CONCRETE 3-SIDED STRUCTURE JOHNSON COUNTY - ON CR 700N OVER DEMOTT DRAIN, 0.52 MILE EAST OF CR 750E
Notice Url: https://www.in.gov/indot/files/20261209-REG-NTC.pdf
Published: Nov 10, 2026
Des Numbers: 2002991, 2002993, 2100550
Letting Raw: December 9, 2026 at 10:00 AM
Letting Url: https://www.in.gov/indot/doing-business-with-indot/home/contracts/december-09-2026-regular-letting
Letting Date: Dec 9, 2026
Notice Label: Notice to Contractors
Contact Phone: (317) 232-5300
Letting Label: Wednesday, December 9, 2026 - Regular Letting
Categorized By: llm
Completion Raw: November 20, 2027
Completion Date: Nov 20, 2027
Qualifications: B(A) C(B) D(A)

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