A003_ID_Warren_Wagon.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 04/25/2018 N/A See Block 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

DTFH7017B00023

9B. DATED (SEE ITEM 11)

04/02/2018

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).

N/A

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

N/A

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 PFH 21(7), Warren Wagon Road

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 04/25/2018 Solicitation No. DTFH7017B00023

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-14. Revises, Fixed Unit Price for Item 63509-100 TEMPORARY TRAFFIC

CONTROL, FLAGGER.

Page A-21. Revises, Fixed Unit Price for Item 63509-100 TEMPORARY TRAFFIC

Page A-28. Revises, Fixed Unit Price for Item 63509-100 TEMPORARY TRAFFIC

CONTROL, FLAGGER.

Page A-35. Revises, Fixed Unit Price for Item 63509-100 TEMPORARY TRAFFIC

CONTRACT CLAUSES

ENCLOSURES

Pages:

A-7 through A-35

Notice to Bidders: Please submit revised pages A-7 through A-35 with your bid.

A-7

Bid Schedule

Project: ID PFH 21(7) Warren Wagon Road

Bidders 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 bid 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 Amount Bid for the item will be based on the Unit Bid Price.

When a “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 the amounts bid for all pay items and insert the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

A. For Item 65101-1000, Draped Rockfall Protection, Wire Mesh (anchored) in Schedules A, B C, and D, in lieu of the brand name Geobrugg Tecco® G65 wire mesh specified in Subsection 710.12 High-Tensile Strength Steel Wire Mesh, our firm offers:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

B. For Item 65101-1000, Draped Rockfall Protection, Wire Mesh (anchored) in Schedules A, B C, and D, in lieu of the brand name Geobrugg Tecco® system spike plate specified in Subsection 717.01(g) Diamond-shaped spike plates, our firm offers:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Revised by Amendment A003

A-7a

C. For Section 563 - PAINTING in Schedules A, B C, and D, in lieu of the brand name Natina® galvanized metal colorant specified in Subsection 725.19 Weathering Agent, our firm offers:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, bid will be considered nonresponsive.

A-8

B I D S C H E D U L E Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line A0020 ALL LPSM $

15201-0000

Line A0040 ALL LPSM $

15301-0000

Line A0060 ALL LPSM $

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

15704-1000

Line A0120 1,000 SQYD $ $

15705-0100

Line A0140 3,200 LNFT $ $

15705-0500

Line A0160 300 LNFT $ $

15705-0800

Line A0180 130 LNFT $ $

15705-1300

Line A0200 425 LNFT $ $

15705-1400

Line A0220 29,250 LNFT $ $

15705-1800

Line A0240 200 LNFT $ $

15706-0300

Line A0260 300 EACH $ $

15801-0000

Line A0280 10,000 MGAL $ $

20101-0000

Line A0300 15.5 ACRE (CQ) $ $

20301-0700

Line A0320 85 EACH $ $

20301-1200

Line A0340 11 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

Revised by Amendment A003 david.l.mariman Rectangle

A-9

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line A0360 1 EACH $ $

20301-1700

Line A0380 2 EACH $ $

20301-1900

Line A0400 7 EACH $ $

20301-2300

Line A0420 35 EACH $ $

20301-3700

Line A0440 2 EACH $ $

20303-3000

Line A0460 200 SQYD $ $

20401-0000

Line A0480 25,820 CUYD $ $

20402-0000

Line A0500 4,780 CUYD $ $

20411-0000

Line A0520 9,450 TON $ $

20465-0000

Line A0540 50 EACH $ $

20701-0300

Line A0560 125,960 SQYD $ $

20720-0300

Line A0580 23,870 SQYD $ $

25101-0200

Line A0600 180 CUYD $ $

25101-2000

Line A0620 85 CUYD $ $

25101-2200

Line A0640 70 CUYD $ $

25120-2000

Line A0660 90 LNFT $ $

30101-2000

Line A0680 43,320 TON $ $

AGGREGATE BASE GRADING D

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

Revised by Amendment A003

A-10

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30302-1000

Line A0700 125 LNFT $ $

30801-0000

Line A0720 77,500 SQYD (CQ) $ $

40101-5600

Line A0740 11,650 TON $ $

40105-3000

Line A0760 120 TON $ $

40601-0000

Line A0780 38 TON $ $

40605-0000

Line A0800 506 TON $ $

40801-0000

Line A0820 17,000 TON $ $

41201-0000

Line A0840 47 TON $ $

60103-0000

Line A0860 2 EACH $ $

60103-0440

Line A0880 2 EACH $ $

60201-0200

Line A0900 70 LNFT $ $

60201-0400

Line A0920 80 LNFT $ $

60201-0500

Line A0940 55 LNFT $ $

60201-0600

Line A0960 750 LNFT $ $

60201-0800

Line A0980 400 LNFT $ $

60201-2400

Line A1000 78 LNFT $ $

60201-2500

Line A1020 68 LNFT $ $

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

Revised by Amendment A003

A-11

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60202-0800

Line A1040 50 LNFT $ $

60401-0000

Line A1060 2 EACH $ $

60403-0000

Line A1080 1 EACH $ $

60501-0000

Line A1100 170 LNFT $ $

60510-0700

Line A1120 1,220 LNFT $ $

60510-0800

Line A1140 170 LNFT $ $

60704-0000

Line A1160 23 EACH $ $

61203-0000

Line A1180 6 EACH $ $

61203-0000

Line A1200 1 EACH $ $

61501-1100

Line A1220 235 SQYD $ $

61701-2300

Line A1240 25 LNFT $ $

61702-0800

Line A1260 3 EACH $ $

61702-1200

Line A1280 1 EACH $ $

61708-1000

Line A1300 88 LNFT $ $

62201-0250

Line A1320 200 HOUR $ $

62201-0900

Line A1340 100 HOUR $ $

62201-1400

Line A1360 100 HOUR $ $

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

Revised by Amendment A003

A-12

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-2850

Line A1380 100 HOUR $ $

62201-3000

Line A1400 50 HOUR $ $

62201-3000

Line A1420 50 HOUR $ $

62201-3400

Line A1440 100 HOUR $ $

62201-3750

Line A1460 80 HOUR $ $

62301-0000

Line A1480 200 HOUR $ $

62302-0100

Line A1500 1,550 HOUR $ $

62403-0000

Line A1520 3,100 CUYD $ $

62406-0100

Line A1540 11.5 ACRE (CQ) $ $

62501-0000

Line A1560 11.5 ACRE (CQ) $ $

62901-1400

Line A1580 375 SQYD $ $

63302-0000

Line A1600 345 SQFT $ $

63308-3000

Line A1620 2 EACH $ $

63309-0000

Line A1640 520 EACH $ $

63310-0000

Line A1660 6 EACH $ $

63316-1000

Line A1680 35 EACH $ $

63316-2000

Line A1700 4 EACH $ $

REMOVE AND RESET DELINEATOR (bollard type)

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

DELINEATOR (Idaho Type 4F-B)

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

Revised by Amendment A003

A-13

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63401-0300

Line A1720 84,450 LNFT (CQ) $ $

63401-0300

Line A1740 224,040 LNFT (CQ) $ $

63401-0400

Line A1760 21,530 LNFT (CQ) $ $

63401-0450

Line A1780 3,950 LNFT $ $

63405-0050

Line A1800 24 EACH $ $

63502-0400

Line A1820 50 EACH $ $

63502-0600

Line A1840 20 EACH $ $

63502-1250

Line A1860 760 EACH $ $

63502-1300

Line A1880 510 EACH $ $

63502-1500

Line A1900 65 EACH $ $

63502-1600

Line A1920 95 EACH $ $

63502-1700

Line A1940 230 EACH $ $

63502-3700

Line A1960 50 EACH $ $

63503-0700

Line A1980 29,000 LNFT $ $

63503-1000

Line A2000 2,315 LNFT $ $

63504-1000

Line A2020 1,219 SQFT $ $

63506-0600

Line A2040 225 HOUR $ $

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

Revised by Amendment A003

A-14

Schedule A Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63507-0700

Line A2060 315 DAY $ $

63509-1000

Line A2080 7,200 FXHR $ 360,000.00 50.00 $

64702-1000

Line A2100 900 LNFT $ $

64703-6000

Line A2120 120 EACH $ $

64704-1000

Line A2140 740 CUYD $ $

65101-1000

Line A2160 375 SQYD $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

A003

A-15

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line B0020 ALL LPSM $

15201-0000

Line B0040 ALL LPSM $

15301-0000

Line B0060 ALL LPSM $

15401-0000

Line B0080 ALL LPSM $

15501-0000

Line B0100 ALL LPSM $

15704-1000

Line B0120 1,000 SQYD $ $

15705-0100

Line B0140 3,200 LNFT $ $

15705-0500

Line B0160 300 LNFT $ $

15705-0800

Line B0180 130 LNFT $ $

15705-1300

Line B0200 425 LNFT $ $

15705-1400

Line B0220 29,250 LNFT $ $

15705-1800

Line B0240 200 LNFT $ $

15706-0300

Line B0260 300 EACH $ $

15801-0000

Line B0280 10,000 MGAL $ $

20101-0000

Line B0300 15.5 ACRE (CQ) $ $

20301-0700

Line B0320 85 EACH $ $

20301-1200

Line B0340 11 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

Revised by Amendment A003

A-16

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line B0360 1 EACH $ $

20301-1700

Line B0380 2 EACH $ $

20301-1900

Line B0400 7 EACH $ $

20301-2300

Line B0420 35 EACH $ $

20301-3700

Line B0440 2 EACH $ $

20303-3000

Line B0460 200 SQYD $ $

20401-0000

Line B0480 25,820 CUYD $ $

20402-0000

Line B0500 4,780 CUYD $ $

20411-0000

Line B0520 9,450 TON $ $

20465-0000

Line B0540 50 EACH $ $

20701-0300

Line B0560 125,960 SQYD $ $

20720-0300

Line B0580 23,870 SQYD $ $

25101-0200

Line B0600 180 CUYD $ $

25101-2000

Line B0620 85 CUYD $ $

25101-2200

Line B0640 70 CUYD $ $

25120-2000

Line B0660 90 LNFT $ $

26001-0000

Line B0680 530 LNFT $ $

ROCK BOLT (25 kip)

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

Revised by Amendment A003

A-17

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

26001-0000

Line B0700 1,090 LNFT $ $

26002-0000

Line B0720 100 LNFT $ $

30101-2000

Line B0740 43,320 TON $ $

30302-1000

Line B0760 125 LNFT $ $

30801-0000

Line B0780 77,500 SQYD (CQ) $ $

40101-5600

Line B0800 11,650 TON $ $

40105-3000

Line B0820 120 TON $ $

40601-0000

Line B0840 38 TON $ $

40605-0000

Line B0860 506 TON $ $

40801-0000

Line B0880 17,000 TON $ $

41201-0000

Line B0900 47 TON $ $

60103-0000

Line B0920 2 EACH $ $

60103-0440

Line B0940 2 EACH $ $

60201-0200

Line B0960 70 LNFT $ $

60201-0400

Line B0980 80 LNFT $ $

60201-0500

Line B1000 55 LNFT $ $

60201-0600

Line B1020 750 LNFT $ $

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

AGGREGATE BASE GRADING D

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

ROCK BOLT (50 kip)

ROCK DOWEL

Revised by Amendment A003

A-18

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-0800

Line B1040 400 LNFT $ $

60201-2400

Line B1060 78 LNFT $ $

60201-2500

Line B1080 68 LNFT $ $

60202-0800

Line B1100 50 LNFT $ $

60401-0000

Line B1120 2 EACH $ $

60403-0000

Line B1140 1 EACH $ $

60501-0000

Line B1160 170 LNFT $ $

60510-0700

Line B1180 1,220 LNFT $ $

60510-0800

Line B1200 170 LNFT $ $

60704-0000

Line B1220 23 EACH $ $

61203-0000

Line B1240 6 EACH $ $

61203-0000

Line B1260 1 EACH $ $

61501-1100

Line B1280 235 SQYD $ $

61701-2300

Line B1300 25 LNFT $ $

61702-0800

Line B1320 3 EACH $ $

61702-1200

Line B1340 1 EACH $ $

61708-1000

Line B1360 88 LNFT $ $

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

Revised by Amendment A003

A-19

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line B1380 200 HOUR $ $

62201-0900

Line B1400 100 HOUR $ $

62201-1400

Line B1420 100 HOUR $ $

62201-2850

Line B1440 100 HOUR $ $

62201-3000

Line B1460 50 HOUR $ $

62201-3000

Line B1480 50 HOUR $ $

62201-3400

Line B1500 100 HOUR $ $

62201-3750

Line B1520 80 HOUR $ $

62301-0000

Line B1540 200 HOUR $ $

62302-0100

Line B1560 1,550 HOUR $ $

62403-0000

Line B1580 3,100 CUYD $ $

62406-0100

Line B1600 11.5 ACRE (CQ) $ $

62501-0000

Line B1620 11.5 ACRE (CQ) $ $

62901-1400

Line B1640 375 SQYD $ $

63302-0000

Line B1660 345 SQFT $ $

63308-3000

Line B1680 2 EACH $ $

63309-0000

Line B1700 520 EACH $ $

DELINEATOR (Idaho Type 4F-B)

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

Revised by Amendment A003

A-20

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63310-0000

Line B1720 6 EACH $ $

63316-1000

Line B1740 35 EACH $ $

63316-2000

Line B1760 4 EACH $ $

63401-0300

Line B1780 84,450 LNFT (CQ) $ $

63401-0300

Line B1800 224,040 LNFT (CQ) $ $

63401-0400

Line B1820 21,530 LNFT (CQ) $ $

63401-0450

Line B1840 3,950 LNFT $ $

63405-0050

Line B1860 24 EACH $ $

63502-0400

Line B1880 50 EACH $ $

63502-0600

Line B1900 20 EACH $ $

63502-1250

Line B1920 760 EACH $ $

63502-1300

Line B1940 510 EACH $ $

63502-1500

Line B1960 65 EACH $ $

63502-1600

Line B1980 95 EACH $ $

63502-1700

Line B2000 230 EACH $ $

63502-3700

Line B2020 50 EACH $ $

63503-0700

Line B2040 29,000 LNFT $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

REMOVE AND RESET DELINEATOR (bollard type)

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

Revised by Amendment A003

A-21

Schedule B Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63503-1000

Line B2060 2,315 LNFT $ $

63504-1000

Line B2080 1,219 SQFT $ $

63506-0600

Line B2100 225 HOUR $ $

63507-0700

Line B2120 315 DAY $ $

63509-1000

Line B2140 7,200 FXHR $ 360,000.00 50.00 $

64702-1000

Line B2160 900 LNFT $ $

64703-6000

Line B2180 120 EACH $ $

64704-1000

Line B2200 740 CUYD $ $

65101-1000

Line B2220 375 SQYD $ $

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG

A-22

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line C0020 ALL LPSM $

15201-0000

Line C0040 ALL LPSM $

15301-0000

Line C0060 ALL LPSM $

15401-0000

Line C0080 ALL LPSM $

15501-0000

Line C0100 ALL LPSM $

15704-1000

Line C0120 1,000 SQYD $ $

15705-0100

Line C0140 3,200 LNFT $ $

15705-0500

Line C0160 300 LNFT $ $

15705-0800

Line C0180 130 LNFT $ $

15705-1300

Line C0200 425 LNFT $ $

15705-1400

Line C0220 29,250 LNFT $ $

15705-1800

Line C0240 200 LNFT $ $

15706-0300

Line C0260 300 EACH $ $

15801-0000

Line C0280 10,000 MGAL $ $

20101-0000

Line C0300 15.5 ACRE (CQ) $ $

20301-0700

Line C0320 85 EACH $ $

20301-1200

Line C0340 11 EACH $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

Schedule Total: ________________________

Submitted by: _________________________

Revised by Amendment A003

A-23

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line C0360 1 EACH $ $

20301-1700

Line C0380 2 EACH $ $

20301-1900

Line C0400 7 EACH $ $

20301-2300

Line C0420 35 EACH $ $

20301-3700

Line C0440 2 EACH $ $

20303-3000

Line C0460 200 SQYD $ $

20401-0000

Line C0480 25,820 CUYD $ $

20402-0000

Line C0500 4,780 CUYD $ $

20411-0000

Line C0520 9,450 TON $ $

20465-0000

Line C0540 50 EACH $ $

20701-0300

Line C0560 125,960 SQYD $ $

20720-0300

Line C0580 23,870 SQYD $ $

25101-0200

Line C0600 180 CUYD $ $

25101-2000

Line C0620 85 CUYD $ $

25101-2200

Line C0640 70 CUYD $ $

25120-2000

Line C0660 90 LNFT $ $

26001-0000

Line C0680 1,195 LNFT $ $

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

ROCK BOLT (25 kip)

Revised by Amendment A003

A-24

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

26001-0000

Line C0700 1,090 LNFT $ $

26002-0000

Line C0720 220 LNFT $ $

30101-2000

Line C0740 43,320 TON $ $

30302-1000

Line C0760 125 LNFT $ $

30801-0000

Line C0780 77,500 SQYD (CQ) $ $

40101-5600

Line C0800 11,650 TON $ $

40105-3000

Line C0820 120 TON $ $

40601-0000

Line C0840 38 TON $ $

40605-0000

Line C0860 506 TON $ $

40801-0000

Line C0880 17,000 TON $ $

41201-0000

Line C0900 47 TON $ $

60103-0000

Line C0920 2 EACH $ $

60103-0440

Line C0940 2 EACH $ $

60201-0200

Line C0960 70 LNFT $ $

60201-0400

Line C0980 80 LNFT $ $

60201-0500

Line C1000 55 LNFT $ $

60201-0600

Line C1020 750 LNFT $ $

AGGREGATE BASE GRADING D

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

ROCK BOLT (50 kip)

ROCK DOWEL

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

Revised by Amendment A003

A-25

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-0800

Line C1040 400 LNFT $ $

60201-2400

Line C1060 78 LNFT $ $

60201-2500

Line C1080 68 LNFT $ $

60202-0800

Line C1100 50 LNFT $ $

60401-0000

Line C1120 2 EACH $ $

60403-0000

Line C1140 1 EACH $ $

60501-0000

Line C1160 170 LNFT $ $

60510-0700

Line C1180 1,220 LNFT $ $

60510-0800

Line C1200 170 LNFT $ $

60704-0000

Line C1220 23 EACH $ $

61203-0000

Line C1240 6 EACH $ $

61203-0000

Line C1260 1 EACH $ $

61501-1100

Line C1280 235 SQYD $ $

61701-2300

Line C1300 25 LNFT $ $

61702-0800

Line C1320 3 EACH $ $

61702-1200

Line C1340 1 EACH $ $

61708-1000

Line C1360 88 LNFT $ $

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

Revised by Amendment A003

A-26

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line C1380 200 HOUR $ $

62201-0900

Line C1400 100 HOUR $ $

62201-1400

Line C1420 100 HOUR $ $

62201-2850

Line C1440 100 HOUR $ $

62201-3000

Line C1460 50 HOUR $ $

62201-3000

Line C1480 50 HOUR $ $

62201-3400

Line C1500 100 HOUR $ $

62201-3750

Line C1520 80 HOUR $ $

62301-0000

Line C1540 200 HOUR $ $

62302-0100

Line C1560 1,550 HOUR $ $

62403-0000

Line C1580 3,100 CUYD $ $

62406-0100

Line C1600 11.5 ACRE (CQ) $ $

62501-0000

Line C1620 11.5 ACRE (CQ) $ $

62901-1400

Line C1640 375 SQYD $ $

63302-0000

Line C1660 345 SQFT $ $

63308-3000

Line C1680 2 EACH $ $

63309-0000

Line C1700 520 EACH $ $

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

DELINEATOR (Idaho Type 4F-B)

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

Revised by Amendment A003

A-27

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63310-0000

Line C1720 6 EACH $ $

63316-1000

Line C1740 35 EACH $ $

63316-2000

Line C1760 4 EACH $ $

63401-0300

Line C1780 84,450 LNFT (CQ) $ $

63401-0300

Line C1800 224,040 LNFT (CQ) $ $

63401-0400

Line C1820 21,530 LNFT (CQ) $ $

63401-0450

Line C1840 3,950 LNFT $ $

63405-0050

Line C1860 24 EACH $ $

63502-0400

Line C1880 50 EACH $ $

63502-0600

Line C1900 20 EACH $ $

63502-1250

Line C1920 760 EACH $ $

63502-1300

Line C1940 510 EACH $ $

63502-1500

Line C1960 65 EACH $ $

63502-1600

Line C1980 95 EACH $ $

63502-1700

Line C2000 230 EACH $ $

63502-3700

Line C2020 50 EACH $ $

63503-0700

Line C2040 29,000 LNFT $ $

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

REMOVE AND RESET DELINEATOR (bollard type)

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

Revised by Amendment A003

A-28

Schedule C Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63503-1000

Line C2060 2,315 LNFT $ $

63504-1000

Line C2080 1,219 SQFT $ $

63506-0600

Line C2100 225 HOUR $ $

63507-0700

Line C2120 315 DAY $ $

63509-1000

Line C2140 7,200 FXHR $ 360,000.00 50.00 $

64702-1000

Line C2160 900 LNFT $ $

64703-6000

Line C2180 120 EACH $ $

64704-1000

Line C2200 740 CUYD $ $

65101-1000

Line C2220 375 SQYD $ $

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG

A-29

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000

Line D0020 ALL LPSM $

15201-0000

Line D0040 ALL LPSM $

15301-0000

Line D0060 ALL LPSM $

15401-0000

Line D0080 ALL LPSM $

15501-0000

Line D0100 ALL LPSM $

15704-1000

Line D0120 1,000 SQYD $ $

15705-0100

Line D0140 3,200 LNFT $ $

15705-0500

Line D0160 300 LNFT $ $

15705-0800

Line D0180 130 LNFT $ $

15705-1300

Line D0200 425 LNFT $ $

15705-1400

Line D0220 29,250 LNFT $ $

15705-1800

Line D0240 200 LNFT $ $

15706-0300

Line D0260 300 EACH $ $

15801-0000

Line D0280 10,000 MGAL $ $

20101-0000

Line D0300 15.5 ACRE (CQ) $ $

20301-0700

Line D0320 85 EACH $ $

20301-1200

Line D0340 11 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF DELINEATOR

REMOVAL OF HEADWALL

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, PLASTIC LINING

SOIL EROSION CONTROL, SANDBAG

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE (18-inch)

SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

Revised by Amendment A003

A-30

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-1400

Line D0360 1 EACH $ $

20301-1700

Line D0380 2 EACH $ $

20301-1900

Line D0400 7 EACH $ $

20301-2300

Line D0420 35 EACH $ $

20301-3700

Line D0440 2 EACH $ $

20303-3000

Line D0460 200 SQYD $ $

20401-0000

Line D0480 25,820 CUYD $ $

20402-0000

Line D0500 4,780 CUYD $ $

20411-0000

Line D0520 9,450 TON $ $

20465-0000

Line D0540 50 EACH $ $

20701-0300

Line D0560 125,960 SQYD $ $

20720-0300

Line D0580 23,870 SQYD $ $

25101-0200

Line D0600 180 CUYD $ $

25101-2000

Line D0620 85 CUYD $ $

25101-2200

Line D0640 70 CUYD $ $

25120-2000

Line D0660 90 LNFT $ $

26001-0000

Line D0680 1,410 LNFT $ $

ROCK BOLT (25 kip)

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

REINFORCEMENT GEOSYNTHETIC, TYPE 3 (biaxial)

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL OF TERMINAL SECTION

REMOVAL OF SIDEWALK, ASPHALT

ROADWAY EXCAVATION

REMOVAL OF INLET (salvage for reset)

PLACED RIPRAP, METHOD B (headwall)

PLACED RIPRAP, METHOD B, CLASS 2

RIPRAP DITCH, METHOD B (Class 1 or 2)

REMOVAL OF MANHOLE (monitoring well)

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN/MARKER

SUBEXCAVATION

SELECT BORROW

CONSERVE AND PLACE BOULDER

Revised by Amendment A003

A-31

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

26001-0000

Line D0700 2,105 LNFT $ $

26002-0000

Line D0720 400 LNFT $ $

30101-2000

Line D0740 43,320 TON $ $

30302-1000

Line D0760 125 LNFT $ $

30801-0000

Line D0780 77,500 SQYD (CQ) $ $

40101-5600

Line D0800 11,650 TON $ $

40105-3000

Line D0820 120 TON $ $

40601-0000

Line D0840 38 TON $ $

40605-0000

Line D0860 506 TON $ $

40801-0000

Line D0880 17,000 TON $ $

41201-0000

Line D0900 47 TON $ $

60103-0000

Line D0920 2 EACH $ $

60103-0440

Line D0940 2 EACH $ $

60201-0200

Line D0960 70 LNFT $ $

60201-0400

Line D0980 80 LNFT $ $

60201-0500

Line D1000 55 LNFT $ $

60201-0600

Line D1020 750 LNFT $ $

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

18-INCH PIPE CULVERT

BLOTTER

COLD RECYCLED ASPHALT BASE COURSE

TACK COAT (grade CSS-1)

CONCRETE, HEADWALL (132-inch pipe culvert)

CONCRETE, HEADWALL FOR 144-INCH PIPE CULVERT

6-INCH PIPE CULVERT

AGGREGATE BASE GRADING D

DITCH RECONDITIONING

RECYCLED AGGREGATE BASE (pavement)

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL (CSS-1 or CSS-1h)

ROCK BOLT (50 kip)

ROCK DOWEL

Revised by Amendment A003

A-32

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-0800

Line D1040 400 LNFT $ $

60201-2400

Line D1060 78 LNFT $ $

60201-2500

Line D1080 68 LNFT $ $

60202-0800

Line D1100 50 LNFT $ $

60401-0000

Line D1120 2 EACH $ $

60403-0000

Line D1140 1 EACH $ $

60501-0000

Line D1160 170 LNFT $ $

60510-0700

Line D1180 1,220 LNFT $ $

60510-0800

Line D1200 170 LNFT $ $

60704-0000

Line D1220 23 EACH $ $

61203-0000

Line D1240 6 EACH $ $

61203-0000

Line D1260 1 EACH $ $

61501-1100

Line D1280 235 SQYD $ $

61701-2300

Line D1300 25 LNFT $ $

61702-0800

Line D1320 3 EACH $ $

61702-1200

Line D1340 1 EACH $ $

61708-1000

Line D1360 88 LNFT $ $

TERMINAL SECTION, TYPE LST

REMOVE AND RESET, GUARDRAIL

CLEANING CULVERT IN PLACE

MANHOLE, SANITARY SEWER (adjustment)

MANHOLE, SANITARY SEWER (air valve adjustment)

SIDEWALK, ASPHALT

GUARDRAIL SYSTEM G9, TYPE 2, CLASS B WOOD POSTS

TERMINAL SECTION TYPE TANGENT

48-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

MANHOLE (monitoring well manhole reset)

INLET (reset)

STANDARD UNDERDRAIN SYSTEM

6-INCH COLLECTOR PIPE

6-INCH OUTLET PIPE

24-INCH PIPE CULVERT

132-INCH PIPE CULVERT

144-INCH PIPE CULVERT

Revised by Amendment A003

A-33

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0250

Line D1380 200 HOUR $ $

62201-0900

Line D1400 100 HOUR $ $

62201-1400

Line D1420 100 HOUR $ $

62201-2850

Line D1440 100 HOUR $ $

62201-3000

Line D1460 50 HOUR $ $

62201-3000

Line D1480 50 HOUR $ $

62201-3400

Line D1500 100 HOUR $ $

62201-3750

Line D1520 80 HOUR $ $

62301-0000

Line D1540 200 HOUR $ $

62302-0100

Line D1560 1,550 HOUR $ $

62403-0000

Line D1580 3,100 CUYD $ $

62406-0100

Line D1600 11.5 ACRE (CQ) $ $

62501-0000

Line D1620 11.5 ACRE (CQ) $ $

62901-1400

Line D1640 375 SQYD $ $

63302-0000

Line D1660 345 SQFT $ $

63308-3000

Line D1680 2 EACH $ $

63309-0000

Line D1700 520 EACH $ $

DELINEATOR (Idaho Type 4F-B)

FURNISHING AND PLACING TOPSOIL

PLACING CONSERVED TOPSOIL, 2-INCH DEPTH

TURF ESTABLISHMENT

ROLLED EROSION CONTROL PRODUCT, TYPE 5.C

SIGN SYSTEM

OBJECT MARKER, TYPE 3

HYDRAULIC EXCAVATOR (140HP minimum with 50 foot minimum reach)

HYDRAULIC EXCAVATOR (mini, 23.1HP to 40.2HP, with 5 foot minimum dozer blade)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

MOTOR GRADER, 12 FOOT MINIMUM BLADE

Revised by Amendment A003

A-34

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63310-0000

Line D1720 6 EACH $ $

63316-1000

Line D1740 35 EACH $ $

63316-2000

Line D1760 4 EACH $ $

63401-0300

Line D1780 84,450 LNFT (CQ) $ $

63401-0300

Line D1800 224,040 LNFT (CQ) $ $

63401-0400

Line D1820 21,530 LNFT (CQ) $ $

63401-0450

Line D1840 3,950 LNFT $ $

63405-0050

Line D1860 24 EACH $ $

63502-0400

Line D1880 50 EACH $ $

63502-0600

Line D1900 20 EACH $ $

63502-1250

Line D1920 760 EACH $ $

63502-1300

Line D1940 510 EACH $ $

63502-1500

Line D1960 65 EACH $ $

63502-1600

Line D1980 95 EACH $ $

63502-1700

Line D2000 230 EACH $ $

63502-3700

Line D2020 50 EACH $ $

63503-0700

Line D2040 29,000 LNFT $ $

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

TEMPORARY TRAFFIC CONTROL, SNOW POLE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B, BROKEN (yellow)

PAVEMENT MARKINGS, TYPE B, DOTTED (white)

PAVEMENT MARKINGS, SYMBOLS (type B yield triangle)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

CHANNELIZING DEVICE

REMOVE AND RESET SIGN

REMOVE AND RESET DELINEATOR (bollard type)

PAVEMENT MARKINGS, TYPE B, SOLID (yellow)

PAVEMENT MARKINGS, TYPE B, SOLID (white)

Revised by Amendment A003

A-35

Schedule D Account: ALL

Project No: ID PFH 21(7)

Name: Warren Wagon Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63503-1000

Line D2060 2,315 LNFT $ $

63504-1000

Line D2080 1,219 SQFT $ $

63506-0600

Line D2100 225 HOUR $ $

63507-0700

Line D2120 315 DAY $ $

63509-1000

Line D2140 7,200 FXHR $ 360,000.00 50.00 $

64702-1000

Line D2160 900 LNFT $ $

64703-6000

Line D2180 120 EACH $ $

64704-1000

Line D2200 740 CUYD $ $

65101-1000

Line D2220 375 SQYD $ $

MITIGATION, FISH PASSAGE BOULDER

MITIGATION, STREAMBED MATERIAL

DRAPED ROCKFALL PROTECTION, WIRE MESH (anchored)

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, FLAGGER

MITIGATION, LANDSCAPING LOG