923456-25-35-2-1.pdf
PDF 1 MB Posted
- Solicitation number
- 923456-25-35-2
- Issued by
- St. Tammany Parish, Louisiana
About this file
Summary
This is an Addendum No. 1 to Bid #25-35-2 issued by St. Tammany Parish Government's Department of Procurement for the Dr. TJ Smith Sr. Expressway Improvements project located in Slidell, Louisiana. The project encompasses approximately 23,000 linear feet of roadway rehabilitation along Dr. TJ Smith Sr. Expressway from Airport Road to Highway 11, including milling 7,185.9 square yards of asphalt pavement at 2 inches depth, applying 10,326.8 tons of asphalt concrete overlay, constructing a 416-linear-foot concrete mountable curb median, installing 4,188 reflectorized raised pavement markers, applying various plastic pavement striping in multiple widths and patterns totaling over 1,000 linear feet, replacing signage and guardrails, and performing incidental concrete paving. The revised Unit Price Form (Section 04) and Construction Drawing Sheets (Sheets 2a, 2b, 2c, 3a, and 3b) replace the original specifications in this addendum dated November 18, 2025. Sealed bids are due December 11, 2025, at 2:00 p.m. at the St. Tammany Parish Government Department of Procurement; an inquiry deadline is set for December 2, 2025, at 2:00 p.m., and an addendum deadline is December 8, 2025, at 2:00 p.m. Contractors must be licensed by the State of Louisiana to perform highway, street, and bridge construction and are required to visit the project site prior to bid submission.
The contract will be awarded to the lowest responsible bidder within 45 calendar days of bid opening, with a contract completion timeline of 90 calendar days from the Notice to Proceed. A five percent bid guarantee and a Performance and Payment Bond equal to 100% of the contract price are required. Contractors must maintain comprehensive insurance coverage including Commercial General Liability of $1,000,000 per occurrence/$2,000,000 aggregate, Business Automobile Liability of $1,000,000 per occurrence, and Pollution Liability of $1,000,000 per occurrence/$2,000,000 aggregate, with all policies issued by companies authorized to do business in Louisiana with an A.M. Best rating of no less than A-, Category VII. Liquidated damages range from $500 to $3,000 per day based on contract value. The project is subject to Federal and State laws and must comply with the Louisiana Department of Transportation and Development 2016 Standard Specifications for Roads and Bridges, with all traffic control and drainage requirements maintained at the contractor's expense.
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Text version
ST. TAMMANY PARISH
MICHAEL B. COOPER
PARISH PRESIDENT
PROCUREMENT DEPARTMENT
P.O. BOX 628 | COVINGTON, LOUISIANA | 70434 | PROCUREMENT@STPGOV.ORG | 985-898-2520
WWW.STPGOV.ORG
November 18, 2025
Please find the following addendum to the below-mentioned BID.
Addendum No.: 1
Bid#: 25-35-2
Project Name: Dr. TJ Smith Sr. Expy Improvements
Bid Due Date: Thursday, December 11, 2025
GENERAL INFORMATION:
1. Remove and Replace Section 04 – Unit Price Form with the revised version.
2. Remove and Replace Section 12 – Construction Drawing Sheets (2a, 2b, 2c, 3a, and 3b) with the revised versions.
ATTACHMENTS:
1. Section 04 – Unit Price Form (Revised Per Addendum No. 1)
2. Section 12 – Construction Drawings, Sheets:
a. 2a – Project Overview
b. 2b – Typical Sections
c. 2c – Typical Sections
d. 3a – Quantities
e. 3b – Summary of Quantities
End of Addendum # 1 http://www.stpgov.org/
TO: BID FOR:
St. Tammany Parish Government DR TJ SMITH SR EXPY IMPROVEMENTS
21454 Koop Drive, Suite 2F EN24000025, PW24000122, PW23000193
Mandeville, LA. 70471 Bid No. 25-35-2 (OWNER TO PROVIDE NAME AND ADDRESS OF OWNER) (OWNER TO PROVIDE PROJECT NAME & OTHER IDENTIFYING INFO)
Description: or
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
202-01-00100 1 LS
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
202-02-14500 10 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
202-02-38300 1 LS
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
502-01-00100 10011.5 TON
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
502-01-00200 315.3 TON
LOUISIANA UNIFORM PUBLIC WORK BID FORM
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
REMOVAL OF GUARDRAIL (OPPOSITE END, END TREATMENTS)
ASPHALT CONCRETE
ASPHALT CONCRETE, DRIVES, TURNOUTS, MISC.
UNIT PRICE FORM
REMOVAL OF SIGN AND U-CHANNEL POSTS
REMOVAL OF STRUCTURES & OBSTRUCTIONS
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID ALT
Version 2017 Q2
(Revised Per Addendum No. 1)
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
509-01-00100 7185.9 SY
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
510-01-00200 500 SY
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
702-04-00200 1 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
704-03-00100 95.25 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
704-07-00200 50 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
704-10-00204 2 EA
GUARDRAIL END TREATMENT (MASH TL-2) (TANGENT)
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
ADJUST CATCH BASIN
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
GUARDRAIL TRANSITIONS (THRIE BEAM TO W-BEAM)
MILLING ASPHALT PAVEMENT (2" MILL)
PAVEMENT PATCHING (12" THICKNESS)
BLOCKED OUT GUARDRIAL (W-BEAM) (6'-3" POST SPACING)
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
Version 2017 Q2
UNIT PRICE EXTENSION
(Quantity times unit price)
706-03-00300 170 SY
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
707-01-00100 416 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
713-01-00100 1 LS
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
724-01-00100 3.2 MILE
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
727-01-00100 1 LS
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
729-01-00100 77 EA
INCIDENTAL CONCRETE PAVING (6" THICK)
CONCRETE CURB (MOUNTABLE)
TEMPORARY SIGNS & BARRICADES
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
RUMBLE STRIPS (CENTERLINE)(DEPRESSED ASPHALT)
SIGNS (TYPE A)(FURNISH & INSTALL)
MOBILIZATION
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
UNIT PRICE EXTENSION
(Quantity times unit price)
729-16-00200 284 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
729-16-00300 8 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
729-21-00100 193 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
729-22-00200 5 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
731-02-00100 4188 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-01-01080 1023 LNFT
SQUARE TUBING POST WITH 2-1/4" OMNI-DIRECTIONAL ANCHOR
REFLECTORIZED RAISED PAVEMENT MARKERS
PLASTIC PAVEMENT STRIPING(24" WIDTH)(THERMOPLASTIC 90 MIL)(SOLID)
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
OBJECT MARKER ASSEMBLEY (TYPE 2)(FURNISH & INSTALL)
OBJECT MARKER ASSEMBLEY (TYPE 3)(FURNISH & INSTALL)
U-CHANNEL POSTS
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
UNIT PRICE EXTENSION
(Quantity times unit price)
732-02-02000 17 MILE
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-02-02040 415 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-03-02000 4 MILE
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-03-02012 1822 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-03-02030 259 LNFT
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-04-01080 24 EA
PLASTIC PAVEMENT STRIPING(4" WIDTH)(THERMOPLASTIC 90 MIL)(SOLID)
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - LEFT TURN)
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
PLASTIC PAVEMENT STRIPING(8" WIDTH)(THERMOPLASTIC 90 MIL)(SOLID)
PLASTIC PAVEMENT STRIPING(4" WIDTH)(THERMOPLASTIC 90 MIL)(BROKEN)
PLASTIC PAVEMENT STRIPING(4" WIDTH)(THERMOPLASTIC 90 MIL)(TYPE A)
PLASTIC PAVEMENT STRIPING(8" WIDTH)(THERMOPLASTIC 90 MIL)(TYPE B)
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
UNIT PRICE EXTENSION
(Quantity times unit price)
732-04-01100 4 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
732-04-01120 4 EA
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
740-01-00100 1 LS
Description:
REF NO.: QUANTITY UNIT OF MEASURE UNIT PRICE
UNIT PRICE EXTENSION
(Quantity times unit price)
NS-732 825 LNFT
UNIT PRICES: This form shall be used for any & all work required by the Bidding Documents & described as unit prices. Amounts shall be stated in figures & only in figures.
Wording for "description" is to be provided by the Owner. All Quantities Estimated. The Contractor will be paid based upon actual quantities as verified by the Owner.
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - MERGE)
CONSTRUCTION LAYOUT
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - RIGHT TURN)
PLASTIC PAVEMENT STRIPING (TRANSVERSE RUMBLE STRIPS)
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #
BASE BID OR ALT #BASE BID OR ALT #
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DANIEL P. HILL
License No. 35556
PROFESSIONAL ENGINEER
IN
CI9 IL ENGINEERING
AutoCAD SHX Text
E PERIMETER RD
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BROWNSWITCH RD
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IGLOO RD
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W PERIMETER RD
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ROYAL DR
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AIRPORT RD
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PEARL PKWY
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RADAR RD
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CAREY RD
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6TH ST
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STUMP RD
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CARSON LN
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NORFOLK SOUTHERN RR
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HAAS RD
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INFANTRY RD
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DR TJ SMITH SR EXPY
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NTS
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DR TJ SMITH SR EXPY IMPROVEMENTS
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MTR
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PROJECT OVERVIEW
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STA 10+42 PROJECT START AIRPORT RD TURNOUT BEGIN MILL & OVERLAY
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STA 240+84 PROJECT END HWY 11 TURNOUT END MILL & OVERLAY
AutoCAD SHX Text STA 156+47 FAWN RUN INTERSECTION CONTINUE OVERLAY TJ SMITH MILL & OVERLAY FAWN RUN TURNOUTS
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STA 187+17 2-LANE TO 5-LANE CONTINUE OVERLAY
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STA 238+54 MEDIAN CONSTRUCTION CONTINUE OVERLAY
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STA 21+63 4-LANE TO 2-LANE END MILL & OVERLAY START OVERLAY
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AutoCAD SHX Text 11/12/25
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SPECIFY LOCATIONS OF M&0 AND OVERLAY
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STA 240+25 HWY 11 TURNOUT END OVERLAY BEGIN MILL & OVERLAY
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AutoCAD SHX Text dphill Text Box 11-12-2025 ar tm en t o f E ng in ee rin g
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DANIEL P. HILL
License No. 35556
PROFESSIONAL ENGINEER
IN
CI9 IL ENGINEERING
AutoCAD SHX Text
EXISTING ROADWAY WIDTH (VARIES) 90'-32'
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EXIST. TRAVEL LANE 10.5'
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EXIST. TRAVEL LANE 10.5'
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TYPICAL SECTION (N.T.S.) APPLIES TO STA 10+39 TO 21+63
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EXIST. TRAVEL LANE 10.5'
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EXIST. TRAVEL LANE 10.5'
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EXIST. MEDIAN (VARIES) 30'-0'
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EXIST./ PROP. SHOULDER (VARIES) 8'-4'
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EXIST./ PROP. SHOULDER (VARIES) 9.5'-4'
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TYPICAL SECTION (N.T.S.) APPLIES TO STA 21+63 TO 187+17
EXISTING ROADWAY WIDTH (VARIES) 32'-24'
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2" ASPHALT CONCRETE OVERLAY
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EXISTING ROADWAY/BASE
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EXIST. TRAVEL LANE 12'
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EXIST. TRAVEL LANE 12'
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EXIST./ PROP. SHOULDER (VARIES) 4-0'
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EXIST./ PROP. SHOULDER (VARIES) 4'-0'
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2" ASPHALT CONCRETE MILL & OVERLAY
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NTS
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DR TJ SMITH SR EXPY IMPROVEMENTS
AutoCAD SHX Text 2b
AutoCAD SHX Text 9/10/2025
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MTR
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TYPICAL SECTIONS
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AutoCAD SHX Text Project No.
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AutoCAD SHX Text Date
AutoCAD SHX Text Rev. No
AutoCAD SHX Text Description
AutoCAD SHX Text Date
AutoCAD SHX Text *** NOTE: STRIPING CHANGES THROUGHOUT NOTE: STRIPING CHANGES THROUGHOUT SECTIONS. REFER TO SHTS. 4-14 FOR STRIPING DETAILS
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AutoCAD SHX Text 11/12/25
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ADD OVERLAY & CHANGE NUMBERS
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DANIEL P. HILL
License No. 35556
PROFESSIONAL ENGINEER
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AutoCAD SHX Text
TYPICAL SECTION (N.T.S.) APPLIES TO STA 187+17 TO 240+84
EXISTING ROADWAY WIDTH (VARIES) 67.5'-25'
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EXIST. TRAVEL LANE (VARIES) 0-12'
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EXIST. TRAVEL LANE (VARIES) 0-12'
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2" ASPHALT CONCRETE OVERLAY
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EXISTING ROADWAY/BASE
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EXIST. TRAVEL LANE 12'
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EXIST. TRAVEL LANE 12'
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PROP. CONCRETE MEDIAN (MOUNTABLE CURB) - EXIST. TURNING LANE (VARIES) 11.5'-0'
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EXIST. SHOULDER (VARIES) 3'-0'
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EXIST. SHOULDER (VARIES) 5'-0'
AutoCAD SHX Text A-A
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SECTION A-A
AutoCAD SHX Text 3"
AutoCAD SHX Text 9"
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MOUNTABLE (SLOPING) CURB
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VARIES
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EDGE OF TRAVEL LANE
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NTS
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DR TJ SMITH SR EXPY IMPROVEMENTS
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MTR
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TYPICAL SECTIONS
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AutoCAD SHX Text *** NOTE: STRIPING CHANGES THROUGHOUT NOTE: STRIPING CHANGES THROUGHOUT SECTIONS. REFER TO SHTS. 4-14 FOR STRIPING DETAILS
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REMOVE MILL FROM DESCRIPTION
dphill ar tm en t o f E ng in ee rin g
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License No. 35556
PROFESSIONAL ENGINEER
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NTS
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AutoCAD SHX Text 9/10/2025
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MTR
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QUANTITIES
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DR TJ SMITH SR EXPRESSWAY IMPROVEMENTS
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ASPHALT CONCRETE PAVEMENT
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STA
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DESCRIPTION
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AVG LENGTH (FT)
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AVG WIDTH (FT)
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AREA (SQYD)
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MILLING ASPHALT PAVEMENT (SQYD)
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ASPHALT CONCRETE
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ASPHALT DRIVES, TURNOUTS, MISC.
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START
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END
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2" MILL
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2" WEARING COURSE (TONS)
AutoCAD SHX Text 10+39
AutoCAD SHX Text 11+21
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AIRPORT RD TURNOUT
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AutoCAD SHX Text 800.0
AutoCAD SHX Text 800.0
AutoCAD SHX Text 88.0
AutoCAD SHX Text 11+21
AutoCAD SHX Text 21+63
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AIRPORT RD - 4 LANES (W EXIST. SHOULDER)
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AutoCAD SHX Text 4819.8
AutoCAD SHX Text 4819.8
AutoCAD SHX Text 530.2
AutoCAD SHX Text 21+63
AutoCAD SHX Text 156+47
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2 LANE ROADWAY (W EXIST. SHOULDER)
AutoCAD SHX Text 13468
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AutoCAD SHX Text 37411.1
AutoCAD SHX Text 4115.2
AutoCAD SHX Text 156+47
AutoCAD SHX Text 157+72
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FAWN RUN INTERSECTION
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AutoCAD SHX Text 722.2
AutoCAD SHX Text 722.2
AutoCAD SHX Text 79.4
AutoCAD SHX Text 157+72
AutoCAD SHX Text 187+17
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2 LANE ROADWAY
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AutoCAD SHX Text 7973.3
AutoCAD SHX Text 877.1
AutoCAD SHX Text 187+17
AutoCAD SHX Text 240+25
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5 LANES TO HWY 11 (W EXIST. SHOULDER)
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AutoCAD SHX Text 36841.0
AutoCAD SHX Text 4052.5
AutoCAD SHX Text 219+43
AutoCAD SHX Text 220+26
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HWY DEPT RD TURNOUT
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AutoCAD SHX Text 202.2
AutoCAD SHX Text 202.2
AutoCAD SHX Text 22.2
AutoCAD SHX Text 240+25
AutoCAD SHX Text 240+84
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HWY 11 TURNOUT
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AutoCAD SHX Text 641.7
AutoCAD SHX Text 641.7
AutoCAD SHX Text 70.6
AutoCAD SHX Text 12+28
AutoCAD SHX Text 83+57
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NEW SHOULDERS
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AutoCAD SHX Text 3168.4
AutoCAD SHX Text 348.5
AutoCAD SHX Text 10+39
AutoCAD SHX Text 240+84
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DRIVES (13)
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AutoCAD SHX Text 1300.0
AutoCAD SHX Text 143.0
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SUBTOTAL
AutoCAD SHX Text 7185.9
AutoCAD SHX Text 10011.5
AutoCAD SHX Text 315.3
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GENERAL TOTAL
AutoCAD SHX Text 7185.9
AutoCAD SHX Text 10326.8
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PAVEMENT MARKINGS
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STA
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SIDE OF C/L
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RUMBLE STRIPS (CENTERLINE)
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REFLECTORIZED RAISED PAVEMENT MARKERS
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PLASTIC PAVEMENT STRIPING (TRANSVERSE RUMBLE STRIPS)
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PLASTIC PAVEMENT STRIPING (4" SOLID LINE)
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PLASTIC PAVEMENT STRIPING (4" BROKEN LINE)
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PLASTIC PAVEMENT STRIPING (4" TYPE A)
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PLASTIC PAVEMENT STRIPING (8" SOLID)
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PLASTIC PAVEMENT STRIPING (8" TYPE B)
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PLASTIC PAVEMENT STRIPING (24" SOLID LINE)
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PLASTIC PAVEMENT MARKINGS
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START
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END
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MILE
AutoCAD SHX Text
EACH
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LNFT
AutoCAD SHX Text
MILE
AutoCAD SHX Text
MILE
AutoCAD SHX Text
LNFT
AutoCAD SHX Text
LNFT
AutoCAD SHX Text
LNFT
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LNFT
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EACH
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DEPRESSED ASPHALT
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YELLOW/YELLOW
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RED/WHITE
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WHITE
AutoCAD SHX Text
WHITE
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YELLOW
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
YELLOW
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
YELLOW
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LEFT ARROW
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RIGHT ARROW
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MERGE ARROW
AutoCAD SHX Text 10+39
AutoCAD SHX Text 240+84
AutoCAD SHX Text L/R
AutoCAD SHX Text 3.2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.1
AutoCAD SHX Text 1.6
AutoCAD SHX Text 2.4
AutoCAD SHX Text
AutoCAD SHX Text
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GENERAL TOTAL
AutoCAD SHX Text 3.2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 17.0
AutoCAD SHX Text 4.0
AutoCAD SHX Text
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CONCRETE
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STA
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SIDE OF C/L
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CONCRETE CURB (MOUNTABLE)
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CONCRETE MEDIAN
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BREAKAWAY POST PADS
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INCIDENTAL CONCRETE PAVING (6" THICK)
AutoCAD SHX Text
START
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END
AutoCAD SHX Text
LNFT
AutoCAD SHX Text
SQYD
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SQYD
AutoCAD SHX Text 238+54
AutoCAD SHX Text 240+55
AutoCAD SHX Text L/R
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 10+42
AutoCAD SHX Text 240+84
AutoCAD SHX Text
AutoCAD SHX Text
GENERAL TOTAL
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AutoCAD SHX Text 11/12/25
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REMOVE/CHANGE MILL QUANTITIES
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DANIEL P. HILL
License No. 35556
PROFESSIONAL ENGINEER
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AutoCAD SHX Text
NTS
AutoCAD SHX Text 3b
AutoCAD SHX Text 9/10/2025
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MTR
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SUMMARY OF QUANTITIES
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AutoCAD SHX Text Drawn By
AutoCAD SHX Text Project No.
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AutoCAD SHX Text Date
AutoCAD SHX Text Rev. No
AutoCAD SHX Text Description
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DR TJ SMITH SR EXPRESSWAY IMPROVEMENTS
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AutoCAD SHX Text 11/12/25
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ADD/CHANGE OF ITEMS/QUANTITIES
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SUMMARY OF ESTIMATED QUANITITES
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PROJ. NO.
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EN24000025, PW24000122, PW23000193
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PROJ. NAME
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DR TJ SMITH SR EXPY IMPROVEMENTS
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ITEM
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DESCRIPTION
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SUPPL. DESC.
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QUANTITY
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UNIT
AutoCAD SHX Text 202-01-00100
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REMOVAL OF STRUCTURES & OBSTRUCTIONS
AutoCAD SHX Text
AutoCAD SHX Text
LS
AutoCAD SHX Text 202-02-14500
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REMOVAL OF GUARDRAIL (OPPOSITE END, END TREATMENTS)
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 202-02-38300
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REMOVAL OF SIGN AND U-CHANNEL POSTS
AutoCAD SHX Text
AutoCAD SHX Text
LS
AutoCAD SHX Text 502-01-00100
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ASPHALT CONCRETE
AutoCAD SHX Text 10011.5
AutoCAD SHX Text
TON
AutoCAD SHX Text 502-01-00200
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ASPHALT CONCRETE, DRIVES, TURNOUTS, MISC.
AutoCAD SHX Text 315.3
AutoCAD SHX Text
TON
AutoCAD SHX Text 509-01-00100
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MILLING ASPHALT PAVEMENT
AutoCAD SHX Text
2" MILL
AutoCAD SHX Text 7185.9
AutoCAD SHX Text
SY
AutoCAD SHX Text 510-01-00200
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PAVEMENT PATCHING
AutoCAD SHX Text
12" THICKNESS
AutoCAD SHX Text
AutoCAD SHX Text
SY
AutoCAD SHX Text 702-04-00200
AutoCAD SHX Text
ADJUST CATCH BASIN
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 704-03-00100
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BLOCKED OUT GUARDRIAL (W-BEAM) (6'-3" POST SPACING)
AutoCAD SHX Text 95.25
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 704-07-00200
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GUARDRAIL TRANSITIONS (THRIE BEAM TO W-BEAM)
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 704-10-00204
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GUARDRAIL END TREATMENT (MASH TL-2) (TANGENT)
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 706-03-00300
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INCIDENTAL CONCRETE PAVING (6" THICK)
AutoCAD SHX Text
AutoCAD SHX Text
SY
AutoCAD SHX Text 707-01-00100
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CONCRETE CURB (MOUNTABLE)
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 713-01-00100
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TEMPORARY SIGNS & BARRICADES
AutoCAD SHX Text
AutoCAD SHX Text
LS
AutoCAD SHX Text 724-01-00100
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RUMBLE STRIPS (CENTERLINE)
AutoCAD SHX Text
DEPRESSED ASPHALT
AutoCAD SHX Text 3.2
AutoCAD SHX Text
MILE
AutoCAD SHX Text 727-01-00100
AutoCAD SHX Text
MOBILIZATION
AutoCAD SHX Text
AutoCAD SHX Text
LS
AutoCAD SHX Text 729-01-00100
AutoCAD SHX Text
SIGNS (TYPE A)
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FURNISH & INSTALL
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AutoCAD SHX Text
EA
AutoCAD SHX Text 729-16-00200
AutoCAD SHX Text
OBJECT MARKER ASSEMBLEY (TYPE 2)
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FURNISH & INSTALL
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 729-16-00300
AutoCAD SHX Text
OBJECT MARKER ASSEMBLEY (TYPE 3)
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FURNISH & INSTALL
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AutoCAD SHX Text
EA
AutoCAD SHX Text 729-21-00100
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U-CHANNEL POSTS
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EA
AutoCAD SHX Text 729-22-00200
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SQUARE TUBING POST WITH 2-1/4" OMNI-DIRECTIONAL ANCHOR
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AutoCAD SHX Text
EA
AutoCAD SHX Text 731-02-00100
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REFLECTORIZED RAISED PAVEMENT MARKERS
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 732-01-01080
AutoCAD SHX Text
PLASTIC PAVEMENT STRIPING (24" WIDTH) (THERMOPLASTIC 90 MIL)
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SOLID
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 732-02-02000
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PLASTIC PAVEMENT STRIPING (4" WIDTH) (THERMOPLASTIC 90 MIL)
AutoCAD SHX Text
SOLID
AutoCAD SHX Text 17.0
AutoCAD SHX Text
MILE
AutoCAD SHX Text 732-02-02040
AutoCAD SHX Text
PLASTIC PAVEMENT STRIPING (8" WIDTH) (THERMOPLASTIC 90 MIL)
AutoCAD SHX Text
SOLID
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 732-03-02000
AutoCAD SHX Text
PLASTIC PAVEMENT STRIPING (4" WIDTH) (THERMOPLASTIC 90 MIL)
AutoCAD SHX Text
BROKEN
AutoCAD SHX Text 4.0
AutoCAD SHX Text
MILE
AutoCAD SHX Text 732-03-02012
AutoCAD SHX Text
PLASTIC PAVEMENT STRIPING (4" WIDTH) (THERMOPLASTIC 90 MIL)
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TYPE A
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AutoCAD SHX Text
LNFT
AutoCAD SHX Text 732-03-02030
AutoCAD SHX Text
PLASTIC PAVEMENT STRIPING (8" WIDTH) (THERMOPLASTIC 90 MIL)
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TYPE B
AutoCAD SHX Text
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 732-04-01080
AutoCAD SHX Text
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - LEFT TURN)
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 732-04-01100
AutoCAD SHX Text
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - RIGHT TURN)
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 732-04-01120
AutoCAD SHX Text
PLASTIC PAVEMENT LEGENDS AND SYMBOLS (ARROW - MERGE)
AutoCAD SHX Text
AutoCAD SHX Text
EA
AutoCAD SHX Text 740-01-00100
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CONSTRUCTION LAYOUT
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LS
AutoCAD SHX Text
NS-732
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PLASTIC PAVEMENT STRIPING (TRANSVERSE RUMBLE STRIPS)
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LNFT
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AutoCAD SHX Text dphill
File details come from the government source that posted it. Updated .