Amendment A003.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)

A003 04/25/2024 N/A See Box 14

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

69056721B000015

9B. DATED (SEE ITEM 11)

03/29/2024

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 CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

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. A003, dated 04/25/2024 ID CLARK 6805(1) & ID FREMONT 6805(1)

Solicitation No. 69056721B000015 Yale-Kilgore Road, MP 9 to 16.9

Page 2 & Yale-Kilgore Road, MP 16.9 to 30.8

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-13. Revises Bid Schedule for Pay Item 56701-0000.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page iv, SCR Table of Contents. Adds Section 709 to Table of Contents.

Page E-52, Section 156.04, Accommodating Traffic During Work. Revises requirements.

Page G-5a, Section 709, Reinforcing Steel and Wire Rope. Adds requirements.

Page G-9, Subsection 725.13, Grout. Revises Subsection (a)(1).

PLANS

Plan Sheets B.1 through B.3 Revises Summary of Quantity Sheets.

Plan Sheet M.9 Revises Table.

Plan Sheet M.18 Revises Table.

ENCLOSURES

Pages:

iv / A-7 through A-13 / E-52 / G-5a / G-9

Plan Sheets:

B.1 through B.3 / M.9 / M.18

Notice to Bidders: Please submit revised pages A-7 through A-13 with your bid.

A - 7

BID SCHEDULE

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.

Do not include an amount to protect against contingent cost increases to prices subject to the escalation coverage.

Bid Schedule

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

Project Name:Yale-Kilgore Road, MP 9 to 16.9 & Yale-Kilgore Road, MP 16.9 to 30.8

Revised by Amendment A003

A - 8

Contract Quantity Pay Items

20303-0200 REMOVAL OF BRIDGE DECK

55210-0000 PRECAST STRUCTURAL CONCRETE (MILL CREEK STRUCUTRAL PLATE CULVERT FOOTING)

55210-0000 PRECAST STRUCTURAL CONCRETE (BENT CAP)

55210-0400 PRECAST STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENT

55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING

60304-0000 STRUCTURAL PLATE ARCH , (10' SPAN X 4'-5" RISE)

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A0140 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING

ALL LPSM $___LPSM_____ $____________

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

21,520 LNFT $____________ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,840 LNFT $____________ $____________

A0200 20101-0000 CLEARING AND GRUBBING

22.02 ACRE $____________ $____________

A0220 20201-0000 SELECTIVE CLEARING

1.73 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

A - 9

A0240 20301-0600 REMOVAL OF CATTLE GUARD

2 EACH $____________ $____________

A0260 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

A0280 20301-2400 REMOVAL OF SIGN

52 EACH $____________ $____________

A0300 20302-0150 REMOVAL OF BRIDGE RAILING (W-BEAM)

60 LNFT $____________ $____________

A0320 20302-1200 REMOVAL OF GUARDRAIL

538 LNFT $____________ $____________

A0340 20303-0200 REMOVAL OF BRIDGE DECK

72 SQYD $____________ $____________

A0360 20401-0000 ROADWAY EXCAVATION , (TRAIL)

1,070 CUYD $____________ $____________

A0380 20401-0000 ROADWAY EXCAVATION , (MAINLINE)

29,900 CUYD $____________ $____________

A0400 20403-0000 UNCLASSIFIED BORROW

1,450 CUYD $____________ $____________

A0420 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

72 CUYD $____________ $____________

A0440 30101-2000 AGGREGATE BASE GRADING D

98,170 TON $____________ $____________

A0460 30110-0000 AGGREGATE SURFACE COURSE

3,030 TON $____________ $____________

A0480 30202-1000 ROADWAY AGGREGATE, METHOD 1

300 TON $____________ $____________

A0500 30603-0600 FULL DEPTH RECLAMATION WITH FOAMED ASPHALT, 6-INCH DEPTH

12.00 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

A - 10

A0520 30611-0000 CEMENT

592.0 TON $____________ $____________

A0540 30613-0000 ASPHALT BINDER , (GRADE PG 58-28)

1,775.0 TON $____________ $____________

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , (TYPE III

PAVEMENT ROUGHNESS)

67,000 TON $____________ $____________

A0620 41201-0000 TACK COAT

223.0 TON $____________ $____________

A0640 55210-0000 PRECAST STRUCTURAL CONCRETE (MILL CREEK STRUCUTRAL PLATE

CULVERT FOOTING)

40 CUYD $____________ $____________

A0660 55210-0000 PRECAST STRUCTURAL CONCRETE (BENT CAP)

9 CUYD $____________ $____________

A0680 55210-0400 PRECAST STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENT

15.7 CUYD $____________ $____________

A0700 55504-0000 PRE-FABRICATED STEEL BRIDGE

ALL LPSM $___LPSM_____ $____________

A0720 55601-0900 BRIDGE RAILING, STEEL

118.5 LNFT $____________ $____________

A0740 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING

76 SQYD $____________ $____________

A003 A0760 56701-0000 MICROPILE (TRAIL BRIDGE)

580 LNFT $____________ $____________

A0780 56706-0000 MICROPILE PROOF LOAD TEST (TRAIL BRIDGE)

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

A003 Revised by Amendment A003

A - 11

A0800 60201-0400 12-INCH PIPE CULVERT (TRAIL)

24 LNFT $____________ $____________

A0820 60201-0600 18-INCH PIPE CULVERT

598 LNFT $____________ $____________

A0840 60201-0800 24-INCH PIPE CULVERT

2,610 LNFT $____________ $____________

A0860 60216-0000 LARGE PRECAST CONCRETE ARCH CULVERT , (18 FEET SPAN BY 4 FEET

RISE WITH WINGWALLS AND FOOTINGS)

45 LNFT $____________ $____________

A0880 60304-0000 STRUCTURAL PLATE ARCH , (10' SPAN X 4'-5" RISE)

76 LNFT $____________ $____________

A0900 60704-0000 CLEANING CULVERT IN PLACE

11 EACH $____________ $____________

A0920 60705-0000 REPAIRING DRAINAGE STRUCTURE

6 EACH $____________ $____________

A0940 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS

575 LNFT $____________ $____________

A0960 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

12 EACH $____________ $____________

A0980 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM

150 LNFT $____________ $____________

A1000 61903-1000 CATTLE GUARD, 30 FEET

2 EACH $____________ $____________

A1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1040 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

A - 12

A1060 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1080 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1100 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

A1120 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1140 62501-0000 TURF ESTABLISHMENT

2.0 ACRE $____________ $____________

A1160 63302-0000 SIGN SYSTEM

564.1 SQFT $____________ $____________

A1180 63309-0300 DELINEATOR, TYPE 3

196 EACH $____________ $____________

A1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , (YELLOW)

256,230 LNFT $____________ $____________

A1220 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN , (YELLOW)

132,800 LNFT $____________ $____________

A1240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

194,515 LNFT $____________ $____________

A1280 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,480 LNFT $____________ $____________

A1300 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

740 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1)

A - 13

A1320 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,440 HOUR $____________ $____________

A1340 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

340 DAY $____________ $____________

A1360 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

300 DAY $____________ $____________

A1380 64703-3010 MITIGATION, ROCK WEIR

8 EACH $____________ $____________

A1400 64703-6000 MITIGATION, FISH PASSAGE BOULDER

24 EACH $____________ $____________

A1420 64704-1000 MITIGATION, STREAMBED MATERIAL

181 CUYD $____________ $____________

A1440 64704-1700 MITIGATION, BANK STABILIZATION

115 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:ID CLARK 6805(1) & ID FREMONT 6805(1) iv

Special Contract Requirements Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD .................................................................................. F-28

DIVISION 550 BRIDGE CONSTRUCTION

Section 552. — STRUCTURAL CONCRETE ................................................................... F-50 Section 555. — STEEL STRUCTURES ............................................................................. F-61 Section 556. — BRIDGE RAILING ................................................................................... F-63 Section 567. — MICROPILES ............................................................................................ F-65

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 603. — STRUCTURAL PLATE STRUCTURES ................................................. F-66 Section 617. — GUARDRAIL ............................................................................................ F-67 Section 622. — RENTAL EQUIPMENT ............................................................................ F-68 Section 623. — GENERAL LABOR .................................................................................. F-69 Section 625. — TURF ESTABLISHMENT ..................................................................... F-69a Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-70 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-71 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-72 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .................... F-74

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 705. — ROCK ......................................................................................................... G-5 Section 709. — REINFORCING STEEL AND WIRE ROPE............................................G-5a Section 710. — FENCE AND GUARDRAIL ...................................................................... G-6 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-7 Section 725. — MISCELLANEOUS MATERIAL.............................................................. G-8

Revised by Amendment A002

E-52 DIVISION 150

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 156. — PUBLIC TRAFFIC

01/06/23– FP14

Construction Requirements

156.04 Accommodating Traffic During Work. Add the following:

Immediately open the road to emergency vehicles.

Unless otherwise specified, perform construction operations according to the following schedule, and accommodate traffic according to Subsections 156.07(i) and 156.07(l). Full-width closures for drainage structures larger than 24-inches will be permitted after coordinating approved closures with the CO at least 30 days in advance of the closure.

(a) 8:00 a.m. to 4:00 p.m.

(b) 5:00 p.m. to 6:00 a.m..

156.05 Maintaining Roadways During Work. Add the following to Subsection (c):

The road through Clark County is closed from November through March, and the maintaining agency does not perform snow removal when the road is closed;

156.07 Limitations on Construction Operations. Amend as follows:

Delete paragraph (g) and substitute the following:

(g) Provide two-way radio communications between Traffic Control Supervisor, flaggers, and pilot cars. Provide two-way radio communications between flaggers, unless flaggers can see each other and communicate. Citizen band radios are not acceptable. Make radio equipment available to the CO.

Add the following:

(k) Do not perform construction operations that cause delays or otherwise interferes with public traffic during the following dates and times.

(1) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Memorial Day holiday.

(2) From 6:00 p.m. Friday through 6:00 a.m. Tuesday for Labor Day holiday.

(3) From 6:00 p.m. July 3 through 6:00 a.m. July 5 for Independence Day Holiday.

(4) From 6:00 p.m. Tuesday Friday through 6:00 a.m. Friday Tuesday for Juneteenth Freedom Day Holiday.

Revised by Amendment A002

G-5a DIVISION 700

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 709. — REINFORCING STEEL AND WIRE ROPE

11/08/21 – FP-14

709.01 Reinforcing Steel. Add the following to paragraph (b):

Grade 75 bars may be used in lieu of Grade 60 bars.

G-9 DIVISION 700

Project: ID CLARK 6805(1), Yale-Kilgore Road, MP 9 to 16.9 & ID FREMONT 6805(1), Yale-Kilgore Road, MP 16.9 to 30.8

Section 725. — MISCELLANEOUS MATERIAL

11/12/20– FP-14

725.13 Grout Add the following to Subsection (a)(1):

Type 1L cement conforming to ASTM C 595 may be used in lieu of Type II portland cement.

725.18 Epoxy Resin Adhesives Add the following:

Provide epoxy for anchors that meets the following minimum requirements:

(a) Static Tension. Provide documentation of tests performed by or witnessed by an independent testing agency in accordance with ASTM E488.

(b) Minimum Pullout Loads. Provide minimum pullout loads for AASHTO M314 Grade 105 rebar bonded in 4000 psi or greater concrete that conforms to Table 725-1:

Table 725-1 Minimum Pullout Force

Anchor Bolts Rebar

Grade 36 Grade 55 Grade 105 Grade 60

Dia.

(inch)

Force (Pounds)

Size Force (Pounds)

½ 7400 9700 15,300 3 7900

⅝ 11,700 16,900 24,300 4 14,400

¾ 17,300 22,500 36,000 5 22,300

⅞ 24,000 31,200 49,900 6 31,700

1 31,700 40,900 65,400 7 43,800

8 56,700

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

TRAIL

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE GUARDRAIL

FENCES,

GATES, AND

CATTLE

GUARDS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGES ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM All ALL

A0140 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING LPSM All ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 21,520 21,520

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,840 1,840

A0200 20101-0000 CLEARING AND GRUBBING ACRE 17.59 4.43 22.02

A0220 20201-0000 SELECTIVE CLEARING ACRE 0.60 1.13 1.73

A0240 20301-0600 REMOVAL OF CATTLE GUARD EACH 2 2

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0280 20301-2400 REMOVAL OF SIGN EACH 52 52

A0300 20302-0150 REMOVAL OF BRIDGE RAILING (W-BEAM) LNFT 60 60

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 538 538

A0340 20303-0200 REMOVAL OF BRIDGE DECK Contract

SQYD 72 72 Quantity

A0360 20401-0000 ROADWAY EXCAVATION, (TRAIL) CUYD 1,059 11 1,070

A0380 20401-0000 ROADWAY EXCAVATION, (MAINLINE) CUYD 29,824 76 29,900

A0400 20403-0000 UNCLASSIFIED BORROW CUYD 1,417 33 1,450

A0420 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 72 72

A0440 30101-2000 AGGREGATE BASE GRADING D TON 96,578 1,570 9 98,170

A0460 30110-0000 AGGREGATE SURFACE COURSE TON 2,461 469 100 3,030

A0480 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 300 300

A0500 30603-0600 FULL DEPTH RECLAMATION WITH FOAMED ASPHALT,

6-INCH DEPTH MILE 11.97 0.03 12.00

A0520 30611-0000 CEMENT TON 591.4 0.6 592.0

A0540 30613-0000 ASPHALT BINDER, (GRADE PG 58-28) TON 1,774.1 0.9 1,775.0

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL, (TYPE III PAVEMENT ROUGHNESS) TON 65,931 987 82 67,000

A0620 41201-0000 TACK COAT TON 222.6 0.4 223.0

A0640 55210-0000 PRECAST STRUCTURAL CONCRETE (MILL CREEK Contract

STRUCUTRAL PLATE CULVERT FOOTING) CUYD 40 40 Quantity

A0660 55210-0000 PRECAST STRUCTURAL CONCRETE (BENT CAP) Contract

CUYD 9 9 Quantity

Revised by Amendment A003 Report Date: 04/25/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

3:

P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

C pw -w or k\ d0 id a-cl ar k6

5-

1_ B -S he et s.

xl sm ]S he et

STATE PROJECT

B.1CLARK 6805(1)

FREMONT 6805(1)ID

SHEET

NUMBER

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

TRAIL

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE GUARDRAIL

FENCES,

GATES, AND

CATTLE

GUARDS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGES ALLOWANCE

Bid

Schedule

A0680 55210-0400 PRECAST STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENT Contract

CUYD 15.7 15.7 Quantity

A0700 55504-0000 PRE-FABRICATED STEEL BRIDGE LPSM All ALL

A0720 55601-0900 BRIDGE RAILING, STEEL LNFT 118.5 118.5

A0740 55703-2000 STRUCTURAL TIMBER AND LUMBER, TREATED, DECKING Contract

SQYD 76 76 Quantity

A003 A0760 56701-0000 MICROPILE (TRAIL BRIDGE) LNFT 580 580

A0780 56706-0000 MICROPILE PROOF LOAD TEST (TRAIL BRIDGE) EACH 4 4

A0800 60201-0400 12-INCH PIPE CULVERT (TRAIL) LNFT 24 24

A0820 60201-0600 18-INCH PIPE CULVERT LNFT 598 598

A0840 60201-0800 24-INCH PIPE CULVERT LNFT 2,610 2,610

A0860 60216-0000 LARGE PRECAST CONCRETE ARCH CULVERT, (18 FEET

SPAN BY 4 FEET RISE WITH WINGWALLS AND FOOTINGS) LNFT 45 45

A0880 60304-0000 STRUCTURAL PLATE ARCH, (10' SPAN X 4'-5" RISE) Contract

LNFT 76 76 Quantity

A0900 60704-0000 CLEANING CULVERT IN PLACE EACH 11 11

A0920 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 6 6

A0940 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 575 575

A0960 61702-1600 TERMINAL SECTION, TYPE MGS FLARED EACH 12 12

A0980 61707-4000 STRUCTURE TRANSITION RAILING, MGS SYSTEM LNFT 150 150

A1000 61903-1000 CATTLE GUARD, 30 FEET EACH 2 2

A1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1040 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 40

A1060 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A1080 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A1100 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 40

A1120 62301-0000 GENERAL LABOR HOUR 40

A1140 62501-0000 TURF ESTABLISHMENT ACRE 2.0 2.0

A1160 63302-0000 SIGN SYSTEM SQFT 564.1 564.1

A1180 63309-0300 DELINEATOR, TYPE 3 EACH 196 196

A1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID, (YELLOW) LNFT 256,230 256,230 Includes 2 Coats

A1220 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN, (YELLOW) LNFT 132,800 132,800 Includes 2 Coats

A1240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 194,515 194,515

A1280 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,480 1,480

A1300 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 727 13 740

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-A pr -2

3:

P M

A003 Revised by Amendment A003 Report Date: 04/25/24

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5-

1_ B -S he et s.

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2CLARK 6805(1)

FREMONT 6805(1)ID

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION(S)

PLAN &

PROFILE

APPROACH

ROADS &

TURNOUTS

TRAIL

SOIL

EROSION &

SEDIMENT

CONTROL

DRAINAGE GUARDRAIL

FENCES,

GATES, AND

CATTLE

GUARDS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGES ALLOWANCE

Bid

Schedule

A1320 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 5,440 5,440

A1340 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR DAY 340 340

A1360 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 300 300

A1380 64703-3010 MITIGATION, ROCK WEIR EACH 8 8

A1400 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 24 24

A1420 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 181 181

A1440 64704-1700 MITIGATION, BANK STABILIZATION CUYD 115 115

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-A pr -2

3:

P M

Revised by Amendment A003 Report Date: 04/25/24

C pw -w or k\ d0 id a-cl ar k6

5-

1_ B -S he et s.

xl sm ]S he et

3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.3CLARK 6805(1)

FREMONT 6805(1)ID

3 4/25/24 JK Revises quantity for Micropile (Trail Bridge)

3 4/25/24 JK

Sheet M.19 for

Corrects reference error to Diaphram Detail