Amendment A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 06/06/2024 N/A ID FLAP CANYON MULTI(1)

Indiana and Orchard Shared Roadway

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056724B000009

9B. DATED (SEE ITEM 11)

05/23/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

ID FLAP Canyon MULTI(1), Indiana and Orchard Shared Roadway See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 06-06-2024 Project No: ID FLAP Canyon MULTI(1)

Solicitation No. 69056724B000009 Project Name: Indiana and Orchard Shared Roadway

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-7 through A-18.

Deletes bid Items:

A0280 20301-1100 REMOVAL OF GATE

B0280 20301-1100 REMOVAL OF GATE

Adds bid items:

A0300 20302-0700 REMOVAL OF FENCE

A0585 61901-1300 FENCE, CHAIN LINK (TEMPORARY)

A0590 61902-2700 GATE, CHAIN LINK (TEMPORARY)

A0595 61920-2000 REMOVE AND RESET GATE

A0596 61921-1000 REMOVE AND RESET FENCE

B0300 20302-0700 REMOVAL OF FENCE

B0665 61901-1300 FENCE, CHAIN LINK (TEMPORARY)

B0670 61902-2700 GATE, CHAIN LINK (TEMPORARY)

B0675 61920-2000 REMOVE AND RESET GATE

B0676 61921-1000 REMOVE AND RESET FENCE

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-21, Section 619, FENCES, GATES, CATTLE GUARDS AND BOLLARD POSTS.

Subsection 619.02, Adds Temporary Fence and Gate

Adds, Subsection 619.05 Remove and Reset Fence

Adds, Subsection 619.06 Temporary Fence

Page G-5, Section 710-Fence and Guardrail

Adds, Subsection 710.13 Temporary Fence and Gate

PLANS

Plan sheet B.1 through B.6, Revises Summary of Quantities

Plan sheet D.3, Revises Roadway Quantities (Schedule A and Schedule B)

Plan sheet D.4, Revises Plan-Profile Orchard Avenue 100+80 to 103+50

Plan sheet D.5, Revises Plan-Profile Orchard Avenue 103+50 to 109+00

Plan sheet F.1, Revises Tabulation of Quantities

Plan sheet F.2, Revises Removal Plan 100+80 to 109+00 (Schedule A and Schedule B)

Notice to Bidders: Please submit revised pages A-7 through A-18 with your bid.

Amendment No. A001, dated 06-06-2024 Project No: ID FLAP Canyon MULTI(1)

Solicitation No. 69056724B000009 Project Name: Indiana and Orchard Shared Roadway

ENCLOSURES

Pages:

A-7 through A-18

F-21

G-5

Plan Sheets:

B.1 through B.6

D.3 through D.5

F.1 through F.2

A - 7

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:ID FLAP Canyon MULTI(1)

Project Name:Indiana and Orchard Shared Roadway

A - 8

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

900 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

13,000 LNFT $____________ $____________

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

20 EACH $____________ $____________

A0180 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

9 EACH $____________ $____________

A0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0240 20101-0000 CLEARING AND GRUBBING

7.0 ACRE $____________ $____________

A0260 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A001 A0280 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A001 A0300 20302-0700 REMOVAL OF FENCE

7,000 LNFT $____________ $____________

A0320 20315-0000 SAWCUTTING PAVEMENT

24,200 LNFT $____________ $____________

A0340 20401-0000 ROADWAY EXCAVATION

7,000 CUYD $____________ $____________

A0360 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

2,600 SQYD $____________ $____________

A0380 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

11,500 TON $____________ $____________

A0420 30302-1000 DITCH RECONDITIONING

600 LNFT $____________ $____________

A0440 40301-0000 ASPHALT CONCRETE PAVEMENT

3,000 TON $____________ $____________

A0460 41201-0000 TACK COAT

5.5 TON $____________ $____________

A0480 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

10 EACH $____________ $____________

A0500 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20 FEET SPAN, 7.6 FEET

RISE 3-SIDED)

50 LNFT $____________ $____________

A0520 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

A0540 60704-0000 CLEANING CULVERT IN PLACE

8 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0560 61108-1000 ADJUST WATER VALVE

5 EACH $____________ $____________

A0580 61901-0553 FENCE, BARB-LESS WIRE, 4 STRAND

3,400 LNFT $____________ $____________

A001 A0585 61901-1300 FENCE, CHAIN LINK (TEMPORARY)

100 LNFT $____________ $____________

A001 A0590 61902-2700 GATE, CHAIN LINK (TEMPORARY)

1 EACH $____________ $____________

A001 A0595 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A001 A0596 61921-1000 REMOVE AND RESET FENCE

100 LNFT $____________ $____________

A0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

24 HOUR $____________ $____________

A0620 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

24 HOUR $____________ $____________

A0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

24 HOUR $____________ $____________

A0660 62301-0000 GENERAL LABOR

24 HOUR $____________ $____________

A0680 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

400 SQYD $____________ $____________

A0700 62502-0000 TURF ESTABLISHMENT

400 SQYD $____________ $____________

A0720 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A0740 63316-1000 REMOVE AND RESET SIGN

45 EACH $____________ $____________

A0760 63316-2000 REMOVE AND RESET DELINEATOR

2 EACH $____________ $____________

A0780 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

21,300 LNFT $____________ $____________

A0800 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

50,200 LNFT $____________ $____________

A0820 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

4,000 LNFT $____________ $____________

A0840 63403-0900 PAVEMENT MARKINGS, TYPE I

80 SQFT $____________ $____________

A0860 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (8 FEET WIDE)

10 EACH $____________ $____________

A0880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

130 EACH $____________ $____________

A0900 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

10 EACH $____________ $____________

A0920 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

7 EACH $____________ $____________

A0940 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0960 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1,100 LNFT $____________ $____________

A0980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

450.0 SQFT $____________ $____________

A1000 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,600 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1020 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

140 DAY $____________ $____________

A1040 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

160 DAY $____________ $____________

A1060 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1080 64502-0000 LOCATE UTILITIES (POTHOLING)

25 EACH $____________ $____________

A1100 64620-0400 REMOVE AND RESET MAILBOX

30 EACH $____________ $____________

A1120 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

215 CUYD $____________ $____________

Submitted by:____________________________________ Schedule A Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

Contract Quantity Pay Items

41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE

900 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

23,000 LNFT $____________ $____________

B0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL)

50 EACH $____________ $____________

B0180 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

10 EACH $____________ $____________

B0200 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

B0220 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0240 20101-0000 CLEARING AND GRUBBING

10.7 ACRE $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 14

B0260 20301-0400 REMOVAL OF BRIDGE

1 EACH $____________ $____________

A001 B0280 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A001 B0300 20302-0700 REMOVAL OF FENCE

7,900 LNFT $____________ $____________

B0320 20315-0000 SAWCUTTING PAVEMENT

39,000 LNFT $____________ $____________

B0340 20401-0000 ROADWAY EXCAVATION

11,000 CUYD $____________ $____________

B0360 20701-0400 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE D

2,600 SQYD $____________ $____________

B0380 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

B0400 30202-2000 ROADWAY AGGREGATE, METHOD 2

18,000 TON $____________ $____________

B0420 30302-1000 DITCH RECONDITIONING

700 LNFT $____________ $____________

B0440 40301-0000 ASPHALT CONCRETE PAVEMENT

4,500 TON $____________ $____________

B0460 41201-0000 TACK COAT

8.0 TON $____________ $____________

B0480 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

17.0 SQYD $____________ $____________

B0500 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

171.0 SQYD $____________ $____________

B0520 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

12 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 15

B0540 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

B0560 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20 FEET SPAN, 7.6 FEET

RISE 3-SIDED)

50 LNFT $____________ $____________

B0580 60405-0000 MANHOLE ADJUSTMENT (WATER)

3 EACH $____________ $____________

B0600 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

B0620 60704-0000 CLEANING CULVERT IN PLACE

12 EACH $____________ $____________

B0640 61108-1000 ADJUST WATER VALVE

8 EACH $____________ $____________

B0660 61901-0553 FENCE, BARB-LESS WIRE, 4 STRAND

3,400 LNFT $____________ $____________

A001 B0665 61901-1300 FENCE, CHAIN LINK (TEMPORARY)

100 LNFT $____________ $____________

A001 B0670 61902-2700 GATE, CHAIN LINK (TEMPORARY)

1 EACH $____________ $____________

A001 B0675 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A001 B0676 61921-1000 REMOVE AND RESET FENCE

100 LNFT $____________ $____________

B0680 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

B0700 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 16

B0720 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

B0740 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

B0760 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

400 SQYD $____________ $____________

B0780 62502-0000 TURF ESTABLISHMENT

400 SQYD $____________ $____________

B0800 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

B0820 63316-1000 REMOVE AND RESET SIGN

55 EACH $____________ $____________

B0840 63316-2000 REMOVE AND RESET DELINEATOR

2 EACH $____________ $____________

B0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

29,500 LNFT $____________ $____________

B0880 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

79,500 LNFT $____________ $____________

B0900 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW)

9,500 LNFT $____________ $____________

B0920 63403-0900 PAVEMENT MARKINGS, TYPE I

200 SQFT $____________ $____________

B0940 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (8 FEET WIDE)

10 EACH $____________ $____________

B0960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

130 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A - 17

B0980 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

10 EACH $____________ $____________

B1000 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

7 EACH $____________ $____________

B1020 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

B1040 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

1,100 LNFT $____________ $____________

B1060 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

450.0 SQFT $____________ $____________

B1080 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,200 HOUR $____________ $____________

B1100 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

180 DAY $____________ $____________

B1120 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

200 DAY $____________ $____________

B1140 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

B1160 64502-0000 LOCATE UTILITIES (POTHOLING)

25 EACH $____________ $____________

B1180 64620-0400 REMOVE AND RESET MAILBOX

35 EACH $____________ $____________

B1200 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION

215 CUYD $____________ $____________

Submitted by:____________________________________ Schedule B Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-18

Schedule: A & B summary Bid Schedule Project No: ID FLAP Canyon MULTI(1) Project Name: Indiana and Orchard Shared Roadway

BID SCHEDULE SUMMARY

SCHEDULE SCHEDULE AMOUNT

Schedule A Base (Pages A-8 through A-12) $ _________________________

Schedule B Alternante (Pages A-13 through A-17) $ _________________________

Submitted by: __________________________________

F-21 DIVISION 600

Special Contract Requirements Project: ID FLAP Canyon MULTI(1), Indiana and Orchard Shared Roadway

Section 619. — FENCES, GATES, CATTLE GUARDS

AND BOLLARD POSTS

Material

619.02 Add the following:

Barb-less wire 710.12 Temporary Fence and gate 710.13

Construction Requirements

619.03 Fences and Gates. Add the following to paragraph (a):

Construct barb-less wire fence according to Subsection 619.03(c).

619.05 Remove and Reset Fence. Delete the first sentence and substitute the following:

Remove and salvage existing fence and gate. After temporary fence and gate have been removed, reset salvaged fence and gate to approximately the same condition and location as the original fence and gate.

619.06 Temporary Fence. Delete the text of this Subsection and substitute the following:

Construct temporary chain link fence and gate according to Subsection 619.03(b) and at locations as shown on the plans to maintain control of the private property’s dogs. Posts do not need to be set in concrete for temporary fence. Tie to existing fences so that there is no opening in the fence line. Maintain the temporary fences and gate during construction of the project or until the fences and gate are directed to be removed. Notify property owner 10 days in advance of removal and provide option for property owner to leave temporary fences and gate in place or be removed by Contractor. If property owner selects to have the temporary fences and gate removed, dispose of temporary fences and gate according to Subsection 203.05(a).

Revised by Amendment A001

G-5 DIVISION 700

Special Contract Requirements Project: ID FLAP Canyon MULTI(1), Indiana and Orchard Shared Roadway

Section 710. — FENCE AND GUARDRAIL

7/19/19–FP14

710.04 Fence Posts and Bollards. Delete the text in this Subsection and substitute the following:

(a) Wood. For corner, terminal, or line braces, furnish pressure treated wood posts consisting of either Douglas Fir, Western Larch, Cedar or Pine of any species. Furnish minimum 17.5-inch circumference posts. Peel bark, except for red cedar posts and bracing, which do not require peeling. Trim knots flush with the surface and season the wood.

For dimension lumber for fences, bollards, or gates, use timber that is sound, straight, and reasonably without knots, splits, and shakes. Furnish S4S finish.

Conform to AASHTO M 168.

(b) Steel. For line fence posts, furnish either painted or galvanized steel, 2½ inch by 2½ inch by ¼ inch angled or 2½ inch standard steel round pipe posts with snug-fitting galvanized metal caps. Conform to AASHTO M 281.

710.12 Barb-less wire. (Added Subsection).

Furnish galvanized wire or aluminum coated wire conforming to AASHTO M 280 for barb-less fence wire.

Furnish 9-gauge staples with a minimum length of 1.5 inches, except that 1-inch staples may be used in locust posts. Furnish galvanized or aluminum 9.5-gauge stay wire, 9-gauge brace wire, and 12.5-gauge tie wire, and wire clamps conforming to ASTM A 116.

710.13 Temporary Fence and Gate. (Added Subsection).

(a) Temporary fence. Furnish temporary fence conforming to Subsection 710.03.

(b) Temporary gate. Furnish temporary gate conforming to Subsection 710.05. Gate to access private property to match height of existing fence.

Revised by Amendment A001

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I SECTION J -

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 810 90 900

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 12,072 928 13,000

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM

(FIBER ROLL) EACH 18 2 20

A0180 15706-1100 SOIL EROSION CONTROL, INLET See footnote on Sheet

PROTECTION TYPE A EACH 1 8 9 G.1

A0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 1 1

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 6.7 0.3 7.0

A0260 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A001 A0280 20301-1100 REMOVAL OF GATE EACH 1 1

A001 A0300 20302-0700 REMOVAL OF FENCE See footnote on Sheet

LNFT 3,558 3,442 7,000 F.1

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 23,951 249 24,200

A0340 20401-0000 ROADWAY EXCAVATION CUYD 6,324 676 7,000

A0360 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 2,495 105 2,600

A0380 20820-0000 DEWATERING LPSM All ALL

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 10,932 568 11,500

A0420 30302-1000 DITCH RECONDITIONING LNFT 600 600

A0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 2,775 225 3,000

A0460 41201-0000 TACK COAT TON 5.3 0.2 5.5

A0480 60210-0400 END SECTION FOR 12-INCH PIPE

CULVERT EACH 10 10

A0500 60220-0000 PRECAST REINFORCED CONCRETE BOX

CULVERT (20 FEET SPAN, 7.6 FEET

RISE 3-SIDED) LNFT 50 50

A0520 60406-0000 INLET ADJUSTMENT EACH 1 1 2

A0540 60704-0000 CLEANING CULVERT IN PLACE EACH 8 8

A0560 61108-1000 ADJUST WATER VALVE EACH 5 5

A0580 61901-0553 FENCE, BARB-LESS WIRE, 4 STRAND LNFT 3,355 45 3,400

A001 A0585 61901-1300 FENCE, CHAIN LINK (TEMPORARY) LNFT 82 18 100

A001 A0590 61902-2700 GATE, CHAIN LINK (TEMPORARY) EACH 1 1

A001 A0595 61920-2000 REMOVE AND RESET GATE EACH 1 1

A001 Revised by Amendment A001 Report Date: 06/05/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

5- Ju n-

:2

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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PROJECT

B.1ID FLAP CANYON MULTI(1)

SHEET

NUMBER

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A001 A0596 61921-1000 REMOVE AND RESET FENCE LNFT 88 12 100

A0600 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 24

A0620 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 24

A0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 24

A0660 62301-0000 GENERAL LABOR HOUR 24

A0680 62401-0300 FURNISHING AND PLACING TOPSOIL,

4-INCH DEPTH SQYD 380 20 400

A0700 62502-0000 TURF ESTABLISHMENT SQYD 380 20 400

A0720 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0740 63316-1000 REMOVE AND RESET SIGN EACH 40 5 45

A0760 63316-2000 REMOVE AND RESET DELINEATOR EACH 2 2

A0780 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 21,214 86 21,300

A0800 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 49,982 218 50,200

A0820 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 3,571 429 4,000

A0840 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 74 6 80

A0860 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 8 2 10

A0880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 130 130

A0900 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 10 10

A0920 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 7 7

A0940 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0960 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,040 60 1,100

A0980 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 419.5 30.5 450.0

A1000 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 5,040 560 5,600

A1020 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 140 140

5- Ju n-

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A001 Revised by Amendment A001 Report Date: 06/05/24

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.2ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A1040 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 160 160

A1060 63701-0000 FIELD OFFICE EACH 1

A1080 64502-0000 LOCATE UTILITIES (POTHOLING) EACH 23 2 25

A1100 64620-0400 REMOVE AND RESET MAILBOX EACH 27 3 30

A1120 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 215 215

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A001 Revised by Amendment A001 Report Date: 06/05/24

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.3ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 810 90 900

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 22,351 649 23,000

B0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM

(FIBER ROLL) EACH 48 2 50

B0180 15706-1100 SOIL EROSION CONTROL, INLET See footnote on Sheet

PROTECTION TYPE A EACH 1 9 10 G.1

B0200 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2

B0220 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

B0240 20101-0000 CLEARING AND GRUBBING ACRE 10.4 0.3 10.7

B0260 20301-0400 REMOVAL OF BRIDGE EACH 1 1

A001 B0280 20301-1100 REMOVAL OF GATE EACH 1 1

A001 B0300 20302-0700 REMOVAL OF FENCE See footnote on Sheet

LNFT 3,646 4,254 7,900 F.1

B0320 20315-0000 SAWCUTTING PAVEMENT LNFT 38,538 462 39,000

B0340 20401-0000 ROADWAY EXCAVATION CUYD 10,194 806 11,000

B0360 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D SQYD 2,495 105 2,600

B0380 20820-0000 DEWATERING LPSM All ALL

B0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 17,218 782 18,000

B0420 30302-1000 DITCH RECONDITIONING LNFT 700 700

B0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 4,200 300 4,500

B0460 41201-0000 TACK COAT TON 8.0 8.0

B0480 41801-1000 ASPHALT CONCRETE PAVEMENT Contract Quantity

PATCH, TYPE 1 SQYD 17.0 17.0

B0500 41801-2000 ASPHALT CONCRETE PAVEMENT Contract Quantity

PATCH, TYPE 2 SQYD 171.0 171.0

B0520 60210-0400 END SECTION FOR 12-INCH PIPE

CULVERT EACH 12 12

B0540 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 2 2

B0560 60220-0000 PRECAST REINFORCED CONCRETE BOX

CULVERT (20 FEET SPAN, 7.6 FEET

RISE 3-SIDED) LNFT 50 50

B0580 60405-0000 MANHOLE ADJUSTMENT (WATER) EACH 3 3

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A001 Revised by Amendment A001 Report Date: 06/05/24

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.4ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B0600 60406-0000 INLET ADJUSTMENT EACH 1 1 2

B0620 60704-0000 CLEANING CULVERT IN PLACE EACH 12 12

B0640 61108-1000 ADJUST WATER VALVE EACH 8 8

B0660 61901-0553 FENCE, BARB-LESS WIRE, 4 STRAND LNFT 3,355 45 3,400

A001 B0665 61901-1300 FENCE, CHAIN LINK (TEMPORARY) LNFT 82 18 100

A001 B0670 61902-2700 GATE, CHAIN LINK (TEMPORARY) EACH 1 1

A001 B0675 61920-2000 REMOVE AND RESET GATE EACH 1 1

A001 B0676 61921-1000 REMOVE AND RESET FENCE LNFT 88 12 100

B0680 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

B0700 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 40

B0720 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

B0740 62301-0000 GENERAL LABOR HOUR 40

B0760 62401-0300 FURNISHING AND PLACING TOPSOIL,

4-INCH DEPTH SQYD 380 20 400

B0780 62502-0000 TURF ESTABLISHMENT SQYD 380 20 400

B0800 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

B0820 63316-1000 REMOVE AND RESET SIGN EACH 47 8 55

B0840 63316-2000 REMOVE AND RESET DELINEATOR EACH 2 2

B0860 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 29,172 328 29,500

B0880 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 79,156 344 79,500

B0900 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 9,243 257 9,500

B0920 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 194 200

B0940 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 8 2 10

B0960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 130 130

B0980 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 10 10

B1000 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 7 7

B1020 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

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A001 Revised by Amendment A001 Report Date: 06/05/24

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.5ID FLAP CANYON MULTI(1)

PLAN-PROFILE REMOVAL PLAN EROSION CONTROL DRAINAGE TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

B1040 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 1,040 60 1,100

B1060 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 419.5 30.5 450.0

B1080 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 6,480 720 7,200

B1100 63507-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR DAY 180 180

B1120 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 200 200

B1140 63701-0000 FIELD OFFICE EACH 1

B1160 64502-0000 LOCATE UTILITIES (POTHOLING) EACH 23 2 25

B1180 64620-0400 REMOVE AND RESET MAILBOX EACH 32 3 35

B1200 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 215 215

5- Ju n-

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A001 Revised by Amendment A001 Report Date: 06/05/24

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.6ID FLAP CANYON MULTI(1)