Amendment A005.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)

A005 12/30/2024 N/A AK PFH 58(1), Neck Lake Road Reconstruction: NPOWI HWY. TO

MARINE ACCESS FACILITY JCT.

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

69056725B000001

9B. DATED (SEE ITEM 11)

11/18/2024

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 (_X ) is extended, ( ) 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.)

AK PFH 58(1), Neck Lake Road Reconstruction: NPOWI HWY. TO MARINE ACCESS FACILITY JCT.

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. A005, dated 12/30/2024 AK PFH 58(1) Solicitation No. 69056725B000001 Neck Lake Road Reconstruction: NPOWI Hwy. to Page 2 Marine Access Facility Jct.

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-32. Revises bid schedule for Item Nos. A0880; A1300; A1400;

A1600; A1660; B0880; B1320; B1420; B1620; B1680; C0920;C1420; C1520; and C1720.

CONTRACT CLAUSES

ENCLOSURES

Pages:

A-7 through A-32

Notice to Bidders: Please submit revised pages A-7 through A-32 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.

Bid Schedule

Project No:AK PFH 58(1)

Project Name:Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.

Revised by Amendment A005

A - 8

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

21101-2000 ROADWAY OBLITERATION, METHOD 2

62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

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 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING

ALL LPSM $___LPSM_____ $____________

A0140 15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

10.0 ACRE $____________ $____________

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

8,800 LNFT $____________ $____________

A0180 15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

1,725 LNFT $____________ $____________

A0200 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

350 LNFT $____________ $____________

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,500 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 9

A0240 15705-1700 SOIL EROSION CONTROL, FILTER BERM

325 LNFT $____________ $____________

A0260 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

850 LNFT $____________ $____________

A0280 15801-0000 WATERING FOR DUST CONTROL

3,320 MGAL $____________ $____________

A0300 20101-0000 CLEARING AND GRUBBING

12.9 ACRE $____________ $____________

A0320 20301-1900 REMOVAL OF PIPE CULVERT

21 EACH $____________ $____________

A0340 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FISH HATCHERY

BULKHEAD)

1 EACH $____________ $____________

A0360 20401-0000 ROADWAY EXCAVATION

95,762 CUYD $____________ $____________

A0380 20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

8,126 CUYD $____________ $____________

A0400 20402-0000 SUBEXCAVATION

13,750 CUYD $____________ $____________

A0420 20411-0000 SELECT BORROW

27,000 TON $____________ $____________

A0440 20435-2500 BACKFILL, PERMEABLE (LIMESTONE)

5,100 CUYD $____________ $____________

A0460 20441-0000 WASTE (PAG ROCK)

18,000 CUYD $____________ $____________

A0480 20504-0000 BLASTING CONSULTANT

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 10

A0500 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN)

21,000 SQYD $____________ $____________

A0520 20703-2000 GEOGRID, STABILIZATION

3,750 SQYD $____________ $____________

A0540 20704-0000 GEOMEMBRANE

4,000 SQYD $____________ $____________

A0560 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0580 21101-2000 ROADWAY OBLITERATION, METHOD 2

965 SQYD $____________ $____________

A0600 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP BLANKET)

315 CUYD $____________ $____________

A0620 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

30 CUYD $____________ $____________

A0640 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (RIPRAP HEADWALL)

335 CUYD $____________ $____________

A0660 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (ROADWAY REVETMENT)

7,075 CUYD $____________ $____________

A0680 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1

600 LNFT $____________ $____________

A0700 25205-0000 ROCK BUTTRESS (LIMESTONE)

500 CUYD $____________ $____________

A0720 25210-0000 ROCKERY

1,000 SQFT $____________ $____________

A0740 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL (FISH HATCHERY

BULKHEAD)

120 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 11

A0760 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (FISH HATCHERY BULKHEAD)

ALL LPSM $___LPSM_____ $____________

A0780 26002-0000 ROCK DOWEL

1,085 LNFT $____________ $____________

A0800 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER

8 EACH $____________ $____________

A0820 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER (WITH DATA LOGGER)

2 EACH $____________ $____________

A0840 30110-0000 AGGREGATE SURFACE COURSE

9,900 TON $____________ $____________

A005 A0880 30202-2000 ROADWAY AGGREGATE, METHOD 2 (DETOUR AND WASTE SITE ACCESS

REPAIRS)

1,200 TON $____________ $____________

A0900 30202-2000 ROADWAY AGGREGATE, METHOD 2

675 TON $____________ $____________

A0920 30210-0000 BEDDING AND BACKFILL AGGREGATE (LIMESTONE)

900 CUYD $____________ $____________

A0940 60201-0800 24-INCH PIPE CULVERT

740 LNFT $____________ $____________

A0960 60201-0900 30-INCH PIPE CULVERT

166 LNFT $____________ $____________

A0980 60201-1000 36-INCH PIPE CULVERT

60 LNFT $____________ $____________

A1000 60201-1400 60-INCH PIPE CULVERT

74 LNFT $____________ $____________

A1020 60201-1600 72-INCH PIPE CULVERT

100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A005 Revised by Amendment A005

A - 12

A1040 60201-1600 72-INCH PIPE CULVERT (SIMULATED STREAM)

66 LNFT $____________ $____________

A1060 60201-2000 96-INCH PIPE CULVERT

120 LNFT $____________ $____________

A1080 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

110 LNFT $____________ $____________

A1100 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

10 EACH $____________ $____________

A1120 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

3 EACH $____________ $____________

A1140 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

A1160 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

A1180 60302-0000 STRUCTURAL PLATE PIPE-ARCH (96-INCH EQUIVALENT, SIMULATED

STREAM)

64 LNFT $____________ $____________

A1200 61001-0000 HORIZONTAL DRAIN PIPE

2,100 LNFT $____________ $____________

A1220 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

5,363 LNFT $____________ $____________

A1240 61702-0000 TERMINAL SECTION (ALASKA END TERMINAL)

15 EACH $____________ $____________

A1260 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

3 EACH $____________ $____________

A1280 62101-0000 MONUMENT (SETTLEMENT PLATE)

6 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 13

A005 A1300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

150 HOUR $____________ $____________

A1320 62201-0650 BACKHOE LOADER, 10 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

36-INCH WIDTH

80 HOUR $____________ $____________

A1340 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1360 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER

100 HOUR $____________ $____________

A1380 62201-2050 ROLLER

50 HOUR $____________ $____________

A005 A1400 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

250 HOUR $____________ $____________

A1420 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

100 HOUR $____________ $____________

A1440 62201-3750 CHAIN SAW (WITH OPERATOR)

40 HOUR $____________ $____________

A1460 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1480 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (PAG ROCK MONITORING)

ALL LPSM $___LPSM_____ $____________

A1500 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

9.0 ACRE $____________ $____________

A1520 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 1)

46.0 SLRY $____________ $____________

A1540 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 2)

1.0 SLRY $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 14

A1560 63302-0000 SIGN SYSTEM

3 SQFT $____________ $____________

A1580 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A005 A1600 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

240 EACH $____________ $____________

A1620 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

A1640 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

A005 A1660 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

820 LNFT $____________ $____________

A1680 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,650 LNFT $____________ $____________

A1700 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

445 SQFT $____________ $____________

A1720 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

100 HOUR $____________ $____________

A1740 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1760 63701-0000 FIELD OFFICE (STORAGE CONTAINER)

1 EACH $____________ $____________

A1780 63704-0000 VEHICLE

3 EACH $____________ $____________

A1800 64703-3010 MITIGATION, ROCK WEIR

2 EACH $____________ $____________

A1820 64703-3010 MITIGATION, ROCK WEIR (BEDROCK)

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 15

A1840 64704-1500 MITIGATION, STREAMBED CHANNEL REALIGNMENT

160 CUYD $____________ $____________

A1860 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION (BEDROCK)

45 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AK PFH 58(1)

A - 16

20101-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

21101-2000 ROADWAY OBLITERATION, METHOD 2

62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

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 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING

ALL LPSM $___LPSM_____ $____________

B0140 15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

12.0 ACRE $____________ $____________

B0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

8,800 LNFT $____________ $____________

B0180 15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

2,050 LNFT $____________ $____________

B0200 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

450 LNFT $____________ $____________

B0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

3,750 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 17

B0240 15705-1700 SOIL EROSION CONTROL, FILTER BERM

925 LNFT $____________ $____________

B0260 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

850 LNFT $____________ $____________

B0280 15801-0000 WATERING FOR DUST CONTROL

3,600 MGAL $____________ $____________

B0300 20101-0000 CLEARING AND GRUBBING

15.1 ACRE $____________ $____________

B0320 20301-1900 REMOVAL OF PIPE CULVERT

25 EACH $____________ $____________

B0340 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FISH HATCHERY

BULKHEAD)

1 EACH $____________ $____________

B0360 20401-0000 ROADWAY EXCAVATION

103,591 CUYD $____________ $____________

B0380 20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

11,194 CUYD $____________ $____________

B0400 20402-0000 SUBEXCAVATION

14,000 CUYD $____________ $____________

B0420 20411-0000 SELECT BORROW

27,500 TON $____________ $____________

B0440 20435-2500 BACKFILL, PERMEABLE (LIMESTONE)

5,100 CUYD $____________ $____________

B0460 20441-0000 WASTE (PAG ROCK)

18,000 CUYD $____________ $____________

B0480 20504-0000 BLASTING CONSULTANT

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 18

B0500 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN)

22,500 SQYD $____________ $____________

B0520 20703-2000 GEOGRID, STABILIZATION

4,500 SQYD $____________ $____________

B0540 20704-0000 GEOMEMBRANE

4,000 SQYD $____________ $____________

B0560 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

B0580 21101-2000 ROADWAY OBLITERATION, METHOD 2

965 SQYD $____________ $____________

B0600 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP BLANKET)

315 CUYD $____________ $____________

B0620 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

35 CUYD $____________ $____________

B0640 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (RIPRAP HEADWALL)

440 CUYD $____________ $____________

B0660 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (ROADWAY REVETMENT)

7,075 CUYD $____________ $____________

B0680 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1

1,050 LNFT $____________ $____________

B0700 25205-0000 ROCK BUTTRESS (LIMESTONE)

500 CUYD $____________ $____________

B0720 25210-0000 ROCKERY

1,000 SQFT $____________ $____________

B0740 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL (FISH HATCHERY

BULKHEAD)

120 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 19

B0760 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (FISH HATCHERY BULKHEAD)

ALL LPSM $___LPSM_____ $____________

B0780 26002-0000 ROCK DOWEL

1,085 LNFT $____________ $____________

B0800 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER

12 EACH $____________ $____________

B0820 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER (WITH DATA LOGGER)

2 EACH $____________ $____________

B0840 30110-0000 AGGREGATE SURFACE COURSE

12,000 TON $____________ $____________

A005 B0880 30202-2000 ROADWAY AGGREGATE, METHOD 2 (DETOUR AND WASTE SITE ACCESS

REPAIRS)

1,200 TON $____________ $____________

B0900 30202-2000 ROADWAY AGGREGATE, METHOD 2

900 TON $____________ $____________

B0920 30210-0000 BEDDING AND BACKFILL AGGREGATE (LIMESTONE)

900 CUYD $____________ $____________

B0940 60201-0800 24-INCH PIPE CULVERT

875 LNFT $____________ $____________

B0960 60201-0900 30-INCH PIPE CULVERT

210 LNFT $____________ $____________

B0980 60201-1000 36-INCH PIPE CULVERT

60 LNFT $____________ $____________

B1000 60201-1400 60-INCH PIPE CULVERT

74 LNFT $____________ $____________

B1020 60201-1600 72-INCH PIPE CULVERT

100 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 20

B1040 60201-1600 72-INCH PIPE CULVERT (SIMULATED STREAM)

132 LNFT $____________ $____________

B1060 60201-2000 96-INCH PIPE CULVERT

120 LNFT $____________ $____________

B1080 60201-2200 108-INCH PIPE CULVERT (SIMULATED STREAM)

74 LNFT $____________ $____________

B1100 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

110 LNFT $____________ $____________

B1120 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

11 EACH $____________ $____________

B1140 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

B1160 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

B1180 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

B1200 60302-0000 STRUCTURAL PLATE PIPE-ARCH (96-INCH EQUIVALENT, SIMULATED

STREAM)

64 LNFT $____________ $____________

B1220 61001-0000 HORIZONTAL DRAIN PIPE

2,100 LNFT $____________ $____________

B1240 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

5,688 LNFT $____________ $____________

B1260 61702-0000 TERMINAL SECTION (ALASKA END TERMINAL)

16 EACH $____________ $____________

B1280 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 21

B1300 62101-0000 MONUMENT (SETTLEMENT PLATE)

10 EACH $____________ $____________

A005 B1320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

150 HOUR $____________ $____________

B1340 62201-0650 BACKHOE LOADER, 10 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

36-INCH WIDTH

80 HOUR $____________ $____________

B1360 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

B1380 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER

100 HOUR $____________ $____________

B1400 62201-2050 ROLLER

50 HOUR $____________ $____________

A005 B1420 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

250 HOUR $____________ $____________

B1440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

100 HOUR $____________ $____________

B1460 62201-3750 CHAIN SAW (WITH OPERATOR)

40 HOUR $____________ $____________

B1480 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

B1500 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (PAG ROCK MONITORING)

ALL LPSM $___LPSM_____ $____________

B1520 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

11.0 ACRE $____________ $____________

B1540 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 1)

54.0 SLRY $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 22

B1560 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 2)

1.0 SLRY $____________ $____________

B1580 63302-0000 SIGN SYSTEM

5 SQFT $____________ $____________

B1600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A005 B1620 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

240 EACH $____________ $____________

B1640 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

B1660 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

A005 B1680 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

820 LNFT $____________ $____________

B1700 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

3,300 LNFT $____________ $____________

B1720 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

445 SQFT $____________ $____________

B1740 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

100 HOUR $____________ $____________

B1760 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

B1780 63701-0000 FIELD OFFICE (STORAGE CONTAINER)

1 EACH $____________ $____________

B1800 63704-0000 VEHICLE

3 EACH $____________ $____________

B1820 64703-3010 MITIGATION, ROCK WEIR

2 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 23

B1840 64703-3010 MITIGATION, ROCK WEIR (BEDROCK)

3 EACH $____________ $____________

B1860 64703-5000 MITIGATION, ROOT WAD

2 EACH $____________ $____________

B1880 64704-1500 MITIGATION, STREAMBED CHANNEL REALIGNMENT

160 CUYD $____________ $____________

B1900 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION (BEDROCK)

45 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 24

20101-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

21101-2000 ROADWAY OBLITERATION, METHOD 2

62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

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

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

C0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C0120 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING

ALL LPSM $___LPSM_____ $____________

C0140 15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

15.0 ACRE $____________ $____________

C0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

9,800 LNFT $____________ $____________

C0180 15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

2,050 LNFT $____________ $____________

C0200 15705-1200 SOIL EROSION CONTROL, TEMPORARY 72-INCH CULVERT PIPE

150 LNFT $____________ $____________

C0220 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

450 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 25

C0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

7,150 LNFT $____________ $____________

C0260 15705-1700 SOIL EROSION CONTROL, FILTER BERM

925 LNFT $____________ $____________

C0280 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

1,150 LNFT $____________ $____________

C0300 15801-0000 WATERING FOR DUST CONTROL

3,780 MGAL $____________ $____________

C0320 20101-0000 CLEARING AND GRUBBING

18.7 ACRE $____________ $____________

C0340 20301-1900 REMOVAL OF PIPE CULVERT

28 EACH $____________ $____________

C0360 20301-1900 REMOVAL OF PIPE CULVERT (CAUSEWAY)

1 EACH $____________ $____________

C0380 20301-2800 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (FISH HATCHERY

BULKHEAD)

1 EACH $____________ $____________

C0400 20401-0000 ROADWAY EXCAVATION

126,006 CUYD $____________ $____________

C0420 20401-0000 ROADWAY EXCAVATION (SURCHARGE REMOVAL)

13,720 CUYD $____________ $____________

C0440 20402-0000 SUBEXCAVATION

22,000 CUYD $____________ $____________

C0460 20411-0000 SELECT BORROW

43,350 TON $____________ $____________

C0480 20435-2500 BACKFILL, PERMEABLE (LIMESTONE)

5,100 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 26

C0500 20441-0000 WASTE (PAG ROCK)

18,000 CUYD $____________ $____________

C0520 20504-0000 BLASTING CONSULTANT

ALL LPSM $___LPSM_____ $____________

C0540 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN)

32,000 SQYD $____________ $____________

C0560 20703-2000 GEOGRID, STABILIZATION

5,050 SQYD $____________ $____________

C0580 20704-0000 GEOMEMBRANE

4,000 SQYD $____________ $____________

C0600 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

C0620 21101-2000 ROADWAY OBLITERATION, METHOD 2

4,302 SQYD $____________ $____________

C0640 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (RIPRAP BLANKET)

450 CUYD $____________ $____________

C0660 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (ENERGY DISSIPATOR)

35 CUYD $____________ $____________

C0680 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (RIPRAP HEADWALL)

515 CUYD $____________ $____________

C0700 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (ROADWAY REVETMENT)

7,454 CUYD $____________ $____________

C0720 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1

1,775 LNFT $____________ $____________

C0740 25205-0000 ROCK BUTTRESS (LIMESTONE)

500 CUYD $____________ $____________

C0760 25210-0000 ROCKERY

1,000 SQFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 27

C0780 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL (FISH HATCHERY

BULKHEAD)

120 SQFT $____________ $____________

C0800 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (FISH HATCHERY BULKHEAD)

ALL LPSM $___LPSM_____ $____________

C0820 26002-0000 ROCK DOWEL

1,200 LNFT $____________ $____________

C0840 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER

13 EACH $____________ $____________

C0860 27102-0100 GEOTECHNICAL INSTRUMENTATION, PIEZOMETER (WITH DATA LOGGER)

2 EACH $____________ $____________

C0880 30110-0000 AGGREGATE SURFACE COURSE

14,450 TON $____________ $____________

A005 C0920 30202-2000 ROADWAY AGGREGATE, METHOD 2 (DETOUR AND WASTE SITE ACCESS

REPAIRS)

1,200 TON $____________ $____________

C0940 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,150 TON $____________ $____________

C0960 30210-0000 BEDDING AND BACKFILL AGGREGATE (LIMESTONE)

900 CUYD $____________ $____________

C0980 60201-0600 18-INCH PIPE CULVERT

52 LNFT $____________ $____________

C1000 60201-0800 24-INCH PIPE CULVERT

930 LNFT $____________ $____________

C1020 60201-0900 30-INCH PIPE CULVERT

210 LNFT $____________ $____________

C1040 60201-1000 36-INCH PIPE CULVERT

60 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 28

C1060 60201-1400 60-INCH PIPE CULVERT

74 LNFT $____________ $____________

C1080 60201-1600 72-INCH PIPE CULVERT

100 LNFT $____________ $____________

C1100 60201-1600 72-INCH PIPE CULVERT (SIMULATED STREAM)

132 LNFT $____________ $____________

C1120 60201-2000 96-INCH PIPE CULVERT

120 LNFT $____________ $____________

C1140 60201-2200 108-INCH PIPE CULVERT (SIMULATED STREAM)

74 LNFT $____________ $____________

C1160 60201-2300 120-INCH PIPE CULVERT

110 LNFT $____________ $____________

C1180 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

110 LNFT $____________ $____________

C1200 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

C1220 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

12 EACH $____________ $____________

C1240 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

C1260 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

1 EACH $____________ $____________

C1280 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

2 EACH $____________ $____________

C1300 60302-0000 STRUCTURAL PLATE PIPE-ARCH (96-INCH EQUIVALENT, SIMULATED

STREAM)

64 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 29

C1320 61001-0000 HORIZONTAL DRAIN PIPE

2,320 LNFT $____________ $____________

C1340 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

6,150 LNFT $____________ $____________

C1360 61702-0000 TERMINAL SECTION (ALASKA END TERMINAL)

19 EACH $____________ $____________

C1380 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

7 EACH $____________ $____________

C1400 62101-0000 MONUMENT (SETTLEMENT PLATE)

11 EACH $____________ $____________

A005 C1420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

150 HOUR $____________ $____________

C1440 62201-0650 BACKHOE LOADER, 10 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

36-INCH WIDTH

80 HOUR $____________ $____________

C1460 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

C1480 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER

100 HOUR $____________ $____________

C1500 62201-2050 ROLLER

50 HOUR $____________ $____________

A005 C1520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

250 HOUR $____________ $____________

C1540 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

100 HOUR $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 30

C1560 62201-3750 CHAIN SAW (WITH OPERATOR)

40 HOUR $____________ $____________

C1580 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

C1600 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (PAG ROCK MONITORING)

ALL LPSM $___LPSM_____ $____________

C1620 62406-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

14.1 ACRE $____________ $____________

C1640 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 1)

64.0 SLRY $____________ $____________

C1660 62503-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD, TYPE 2)

4.0 SLRY $____________ $____________

C1680 63302-0000 SIGN SYSTEM

68 SQFT $____________ $____________

C1700 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A005 C1720 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

300 EACH $____________ $____________

C1740 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

C1760 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

60 EACH $____________ $____________

C1780 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,200 LNFT $____________ $____________

C1800 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

5,450 LNFT $____________ $____________

C1820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

445 SQFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A - 31

C1840 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

400 HOUR $____________ $____________

C1860 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

C1880 63701-0000 FIELD OFFICE (STORAGE CONTAINER)

1 EACH $____________ $____________

C1900 63704-0000 VEHICLE

3 EACH $____________ $____________

C1920 64703-3010 MITIGATION, ROCK WEIR

2 EACH $____________ $____________

C1940 64703-3010 MITIGATION, ROCK WEIR (BEDROCK)

3 EACH $____________ $____________

C1960 64703-5000 MITIGATION, ROOT WAD

2 EACH $____________ $____________

C1980 64704-1500 MITIGATION, STREAMBED CHANNEL REALIGNMENT

160 CUYD $____________ $____________

C2000 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION (BEDROCK)

45 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project No:AK PFH 58(1)

A-32

Bid Schedule Schedule A, B and C summary Project No: AK PFH 58(1) Project Name: Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.

BID SCHEDULE SUMMARY

SCHEDULE SCHEDULE AMOUNT

Schedule A Base (Pages A-8 through A-15) $ _________________________

Schedule B Alternante (Pages A-16 through A-23) $ _________________________

Schedule C Alternante (Pages A-24 through A-31) $ _________________________

Submitted by: __________________________________