Amendment A007.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)

A007 1/24/2022 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

69056721B000017

9B. DATED (SEE ITEM 11)

12/03/2021

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.)

MT PRA GLAC 10(45), Rehabilitate Final 9.3 miles of the Going-to-the-Sun Road & Replace Bridge Over McDonald Creek

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. A007, dated 01-24-2022 Project No MT PRA GLAC 10(45) Solicitation No. 69056721B000017 Project Name Rehabilitate Final 9.3 miles of the Going- Page 2 to-the-Sun Road & Replace Bridge Over McDonald Creek

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-22. Revises Schedule A and B quantities for Conduit (2-inch HDPE, Directional Drill, Communications).

CONTRACT CLAUSES

PLANS

Plan Sheet B.1 through B.8 Revises Schedule A and B quantities for Conduit (2-inch HDPE, Directional Drill, Communications).

Plan Sheet C.1 Revises Schedule A and B quantities for Conduit (2-inch HDPE, Directional Drill, Communications).

Plan Sheet G.4 Revises Note 2.

ENCLOSURES

Pages:

A-7 through A-22

Plan Sheets:

B.1 through B.8 C.1 G.4

Notice to Bidders: Please submit revised pages A-7 through A-22 with your bid.

A-7

Bid Schedule Schedule A Schedule Type: Base

Project No: MT PRA GLAC 10(45) Project Name: Rehabilitate Final 9.3 Miles of Going-to-the-Sun Road & Replace Bridge Over McDonald Creek

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 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 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.

BRAND NAME OR EQUAL NOTIFICATION

If providing proposed equal products in lieu of the listed brand name products for Section 585, complete the following (See FAR Provision 52.211-6, Brand Name or Equal).

For Section 585, Ultra-High Performance Concrete Cement, which is incidental, in lieu of the Ultra-High Performance Concrete Cement Manufactured by:

• Ductal® Premix manufactured by Lafarge North America Inc.

Specified in Subsection 725.20 Ultra-High Performance Concrete Cement, our firm offers:

Brand________________________________________________

Manufacturer's Name:___________________________________

For Section 585, Steel Fiber Reinforcement, which is incidental, in lieu of the Steel Fiber Reinforcement Manufactured by:

• Bekaert Corporation - steel wire pro.

Specified in Subsection 725.21, steel cord type Bekaert DRAMIX® OL 13/.20, our firm offers:

Brand________________________________________________

Manufacturer's Name:___________________________________

Revised by Amendment A007

A-8

Bid Schedule Schedule A Schedule Type: Base

Project No: MT PRA GLAC 10(45) Project Name: Rehabilitate Final 9.3 Miles of Going-to-the-Sun Road & Replace Bridge Over McDonald Creek

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 - 9

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:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 10

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20801-0000 STRUCTURE EXCAVATION

30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

41301-0000 ASPHALT PAVEMENT MILLING

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MOMENT SLAB)

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55401-2000 REINFORCING STEEL, EPOXY COATED (MOMENT SLAB)

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-0900 BRIDGE RAILING, STEEL (MOMENT SLAB)

55601-0900 BRIDGE RAILING, STEEL

56401-1000 BEARING DEVICE, ELASTOMERIC

62006-0000 CONCRETE MASONRY UNITS

62013-2000 STONE MASONRY WALL

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

900 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

500 LNFT $____________ $____________

A0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 11

A0180 20101-0000 CLEARING AND GRUBBING

1.8 ACRE $____________ $____________

A0200 20301-2400 REMOVAL OF SIGN

12 EACH $____________ $____________

A0220 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A003 A0240 20401-0000 ROADWAY EXCAVATION

3,380 CUYD $____________ $____________

A0260 20411-0000 SELECT BORROW

3,420 TON $____________ $____________

A0280 20801-0000 STRUCTURE EXCAVATION

453 CUYD $____________ $____________

A0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

10 CUYD $____________ $____________

A0320 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5

430 CUYD $____________ $____________

A0340 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

1,700 SQFT $____________ $____________

A0360 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL

DESIGN

ALL LPSM $___LPSM_____ $____________

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2

60 TON $____________ $____________

A0400 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

99,859 SQYD $____________ $____________

A0420 30801-0000 RECYCLED AGGREGATE BASE

4,510 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A003 Revised by Amendment A003

A - 12

A0440 31303-0000 AGGREGATE-TOPSOIL COURSE

400 CUYD $____________ $____________

A0460 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

ROUGHNESS)

34,000 TON $____________ $____________

A0500 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

340 TON $____________ $____________

A0540 41201-0000 TACK COAT

45 TON $____________ $____________

A0560 41301-0000 ASPHALT PAVEMENT MILLING

99,859 SQYD $____________ $____________

A0580 55101-2200 STEEL PIPE PILE, IN PLACE (30-INCH DIAMETER x 1/2 INCH)

621 LNFT $____________ $____________

A0600 55104-1000 DYNAMIC PILE LOAD TEST

6 EACH $____________ $____________

A0620 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

303 CUYD $____________ $____________

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MOMENT SLAB)

59 CUYD $____________ $____________

A0660 55235-0000 EXPANSION JOINTS

48 LNFT $____________ $____________

A0680 55401-1000 REINFORCING STEEL

4,100 LB $____________ $____________

A0700 55401-2000 REINFORCING STEEL, EPOXY COATED

43,124 LB $____________ $____________

A0720 55401-2000 REINFORCING STEEL, EPOXY COATED (MOMENT SLAB)

5,632 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 13

A0740 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

516,548 LB $____________ $____________

A0760 55601-0900 BRIDGE RAILING, STEEL (MOMENT SLAB)

115 LNFT $____________ $____________

A0780 55601-0900 BRIDGE RAILING, STEEL

500 LNFT $____________ $____________

A0800 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

A0820 57501-0000 MINOR BRIDGE WORK (THIN BONDED EPOXY OVERLAY)

ALL LPSM $___LPSM_____ $____________

A0840 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

3 CUYD $____________ $____________

A0860 62006-0000 CONCRETE MASONRY UNITS

41 SQYD $____________ $____________

A0880 62013-2000 STONE MASONRY WALL

53 SQYD $____________ $____________

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

A0940 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0960 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 14

A0980 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1000 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

4.2 ACRE $____________ $____________

A1020 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

0.3 ACRE $____________ $____________

A1040 62501-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD)

16.0 ACRE $____________ $____________

A1060 63302-0000 SIGN SYSTEM

38 SQFT $____________ $____________

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

168,000 LNFT $____________ $____________

A1100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

165,000 LNFT $____________ $____________

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

A1140 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

750 EACH $____________ $____________

A1160 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A1180 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

100 EACH $____________ $____________

A1200 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1220 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A1240 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

350 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 15

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

630 SQFT $____________ $____________

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,300 HOUR $____________ $____________

A1300 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,900 HOUR $____________ $____________

A1320 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

135 DAY $____________ $____________

A1340 63601-3100 SYSTEM INSTALLATION, TELEPHONE

ALL LPSM $___LPSM_____ $____________

A1360 63610-0000 CONDUIT (2-INCH HDPE, COMMUNICATIONS)

11,400 LNFT $____________ $____________

A007 A1380 63610-0000 CONDUIT (2-INCH HDPE, DIRECTIONAL DRILL, COMMUNICATIONS)

450 LNFT $____________ $____________

A1400 63610-0000 CONDUIT (3-INCH HDPE)

1,600 LNFT $____________ $____________

A1420 63621-1000 UTILITY BOX, PULLBOX (COMMUNICATIONS)

13 EACH $____________ $____________

A1440 63621-1000 UTILITY BOX, PULLBOX (ELECTRICAL)

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A007 Revised by Amendment A007

A - 16

Contract Quantity Pay Items

20101-0000 CLEARING AND GRUBBING

20801-0000 STRUCTURE EXCAVATION

30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

41301-0000 ASPHALT PAVEMENT MILLING

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MOMENT SLAB)

55235-0000 EXPANSION JOINTS

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55401-2000 REINFORCING STEEL, EPOXY COATED (MOMENT SLAB)

55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

55601-0900 BRIDGE RAILING, STEEL (MOMENT SLAB)

55601-0900 BRIDGE RAILING, STEEL

56401-1000 BEARING DEVICE, ELASTOMERIC

62006-0000 CONCRETE MASONRY UNITS

62013-2000 STONE MASONRY WALL

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

900 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

500 LNFT $____________ $____________

B0160 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 17

B0180 20101-0000 CLEARING AND GRUBBING

2.3 ACRE $____________ $____________

B0200 20301-2400 REMOVAL OF SIGN

12 EACH $____________ $____________

B0220 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A003 B0240 20401-0000 ROADWAY EXCAVATION

4,200 CUYD $____________ $____________

B0260 20411-0000 SELECT BORROW

3,980 TON $____________ $____________

B0280 20801-0000 STRUCTURE EXCAVATION

453 CUYD $____________ $____________

B0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

10 CUYD $____________ $____________

B0320 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5

430 CUYD $____________ $____________

B0340 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

1,700 SQFT $____________ $____________

B0360 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL

DESIGN

ALL LPSM $___LPSM_____ $____________

B0380 30202-2000 ROADWAY AGGREGATE, METHOD 2

60 TON $____________ $____________

B0400 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

123,594 SQYD $____________ $____________

B0420 30801-0000 RECYCLED AGGREGATE BASE

5,170 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A003 Revised by Amendment A003

A - 18

B0440 31303-0000 AGGREGATE-TOPSOIL COURSE

475 CUYD $____________ $____________

B0460 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

ROUGHNESS)

42,300 TON $____________ $____________

B0500 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

423 TON $____________ $____________

B0540 41201-0000 TACK COAT

55 TON $____________ $____________

B0560 41301-0000 ASPHALT PAVEMENT MILLING

123,594 SQYD $____________ $____________

B0580 55101-2200 STEEL PIPE PILE, IN PLACE (30-INCH DIAMETER x 1/2 INCH)

621 LNFT $____________ $____________

B0600 55104-1000 DYNAMIC PILE LOAD TEST

6 EACH $____________ $____________

B0620 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

303 CUYD $____________ $____________

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (MOMENT SLAB)

59 CUYD $____________ $____________

B0660 55235-0000 EXPANSION JOINTS

48 LNFT $____________ $____________

B0680 55401-1000 REINFORCING STEEL

4,100 LB $____________ $____________

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED

43,124 LB $____________ $____________

B0720 55401-2000 REINFORCING STEEL, EPOXY COATED (MOMENT SLAB)

5,632 LB $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 19

B0740 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

516,548 LB $____________ $____________

B0760 55601-0900 BRIDGE RAILING, STEEL (MOMENT SLAB)

115 LNFT $____________ $____________

B0780 55601-0900 BRIDGE RAILING, STEEL

500 LNFT $____________ $____________

B0800 56401-1000 BEARING DEVICE, ELASTOMERIC

8 EACH $____________ $____________

B0820 57501-0000 MINOR BRIDGE WORK (THIN BONDED EPOXY OVERLAY)

ALL LPSM $___LPSM_____ $____________

B0840 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

3 CUYD $____________ $____________

B0860 62006-0000 CONCRETE MASONRY UNITS

41 SQYD $____________ $____________

B0880 62013-2000 STONE MASONRY WALL

53 SQYD $____________ $____________

B0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

B0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

B0940 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

B0960 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 20

B0980 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

B1000 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

5.3 ACRE $____________ $____________

B1020 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

0.3 ACRE $____________ $____________

B1040 62501-0000 TURF ESTABLISHMENT (HYDRAULIC METHOD)

17.0 ACRE $____________ $____________

B1060 63302-0000 SIGN SYSTEM

38 SQFT $____________ $____________

B1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

205,000 LNFT $____________ $____________

B1100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

204,500 LNFT $____________ $____________

B1120 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

6 EACH $____________ $____________

B1140 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

750 EACH $____________ $____________

B1160 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

B1180 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

100 EACH $____________ $____________

B1200 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

B1220 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

B1240 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

350 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A - 21

B1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

630 SQFT $____________ $____________

B1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

5,300 HOUR $____________ $____________

B1300 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,900 HOUR $____________ $____________

B1320 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

135 DAY $____________ $____________

B1340 63601-3100 SYSTEM INSTALLATION, TELEPHONE

ALL LPSM $___LPSM_____ $____________

B1360 63610-0000 CONDUIT (2-INCH HDPE, COMMUNICATIONS)

18,700 LNFT $____________ $____________

A007 B1380 63610-0000 CONDUIT (2-INCH HDPE, DIRECTIONAL DRILL, COMMUNICATIONS)

1,290 LNFT $____________ $____________

B1400 63610-0000 CONDUIT (3-INCH HDPE)

1,600 LNFT $____________ $____________

B1420 63621-1000 UTILITY BOX, PULLBOX (COMMUNICATIONS)

22 EACH $____________ $____________

B1440 63621-1000 UTILITY BOX, PULLBOX (ELECTRICAL)

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:MT PRA GLAC 10(45)

Project Name:Rehabilitate Final 9.3 Miles of Going to The Sun Road and Replace Bridge Over McDonald Creek

A007 Revised by Amendment A007

A-22

Bid Schedule Schedule: A and B

Project No: MT PRA GLAC 10(45) Project Name: Rehabilitate Final 9.3 Miles of the Going to the Sun Road and Replace Bridge over McDonald Creek

BID SCHEDULE SUMMARY

SCHEDULE SCHEDULE AMOUNT

Schedule A (Pages A-10 through A-15) $ _________________________

Schedule B (Pages A-16 through A-21) $ _________________________

Submitted by: __________________________________

Sheet and Description

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE 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 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 850 50 900

A0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 500 500

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20101-0000 CLEARING AND GRUBBING ACRE 1.8 1.8 Contract Quantity

A0200 20301-2400 REMOVAL OF SIGN EACH 11 1 12

A0220 20304-2000 REMOVAL OF BRIDGE LPSM ALL

A003 A0240 20401-0000 ROADWAY EXCAVATION CUYD 3,101 71 208 3,380

A0260 20411-0000 SELECT BORROW TON 3,256 164 3,420

A0280 20801-0000 STRUCTURE EXCAVATION CUYD 453 453 Contract Quantity

A0300 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 7 3 10

A0320 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 406 24 430

A0340 25501-1000 MECHANICALLY STABILIZED EARTH

WALL, WELDED WIRE FACE SQFT 1,627 73 1,700

A0360 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 57 3 60

A0400 30402-5300 FULL DEPTH RECLAMATION, Contract Quantity

METHOD 2, 6-INCH DEPTH SQYD 99,859 99,859

A0420 30801-0000 RECYCLED AGGREGATE BASE SQYD 4,013 279 218 4,510

A0440 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 384 16 400

A0460 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 ROUGHNESS) TON 33,303 42 655 34,000

A0500 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 332 8 340

A003: Revised by Amendment A003 MileStone: Amendment A007 Amendment Review Date: 01/20/22 Report Date: 01/20/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

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Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1PRA GLAC 10(45)MT

SHEET

NUMBER

NPS Drwg. No. 117/175230

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A0540 41201-0000 TACK COAT TON 44 1 45

A0560 41301-0000 ASPHALT PAVEMENT MILLING SQYD 99,859 99,859 Contract Quantity

A0580 55101-2200 STEEL PIPE PILE, IN PLACE

(30-INCH DIAMETER x 1/2 INCH) LNFT 621 621

A0600 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 4 6

A0620 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 303 303

A0640 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) (MOMENT SLAB) CUYD 59 59

A0660 55235-0000 EXPANSION JOINTS LNFT 48 48 Contract Quantity

A0680 55401-1000 REINFORCING STEEL LB 4,100 4,100 Contract Quantity

A0700 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 43,124 43,124

A0720 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED (MOMENT SLAB) LB 5,632 5,632

A0740 55502-0000 STRUCTURAL STEEL, FURNISHED, Contract Quantity

FABRICATED, AND ERECTED LB 516,548 516,548

A0760 55601-0900 BRIDGE RAILING, STEEL (MOMENT Contract Quantity

SLAB) LNFT 115 115

A0780 55601-0900 BRIDGE RAILING, STEEL LNFT 500 500 Contract Quantity

A0800 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

A0820 57501-0000 MINOR BRIDGE WORK (THIN

BONDED EPOXY OVERLAY) LPSM All ALL

A0840 58501-0000 ULTRA HIGH PERFORMANCE

CONCRETE CUYD 3 3

A0860 62006-0000 CONCRETE MASONRY UNITS SQYD 41 41 Contract Quantity

A0880 62013-2000 STONE MASONRY WALL SQYD 53 53 Contract Quantity

A0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

A0940 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A0960 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

A0980 62301-0000 GENERAL LABOR HOUR 40

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.2PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A1000 62402-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH ACRE 4.0 0.2 4.2

A1020 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.2 0.1 0.3

A1040 62501-0000 TURF ESTABLISHMENT (HYDRAULIC

METHOD) ACRE 15.4 0.6 16.0

A1060 63302-0000 SIGN SYSTEM SQFT 38 38

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 167,004 996 168,000

A1100 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 164,422 578 165,000

A1120 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A1140 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 750 750

A1160 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

A1180 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 100 100

A1200 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1220 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 1 1

A1240 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 350 350

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 630 630

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 5,300 5,300

A1300 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,900 1,900

A1320 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 135 135

A1340 63601-3100 SYSTEM INSTALLATION, TELEPHONE LPSM ALL

A1360 63610-0000 CONDUIT (2-INCH HDPE,

COMMUNICATIONS) LNFT 11,235 165 11,400

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3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.3PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A007 A1380 63610-0000 CONDUIT (2-INCH HDPE,

DIRECTIONAL DRILL,

COMMUNICATIONS) LNFT 400 50 450

A1400 63610-0000 CONDUIT (3-INCH HDPE) LNFT 1,560 40 1,600

A1420 63621-1000 UTILITY BOX, PULLBOX

(COMMUNICATIONS) EACH 13 13

A1440 63621-1000 UTILITY BOX, PULLBOX

(ELECTRICAL) EACH 2 2

A007: Revised by Amendment A007

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4)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.4PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 850 50 900

B0140 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 500 500

B0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0180 20101-0000 CLEARING AND GRUBBING ACRE 2.3 2.3 Contract Quantity

B0200 20301-2400 REMOVAL OF SIGN EACH 11 1 12

B0220 20304-2000 REMOVAL OF BRIDGE LPSM ALL

A003 B0240 20401-0000 ROADWAY EXCAVATION CUYD 3,893 71 236 4,200

B0260 20411-0000 SELECT BORROW TON 3,791 189 3,980

B0280 20801-0000 STRUCTURE EXCAVATION CUYD 453 453 Contract Quantity

B0300 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 7 3 10

B0320 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 406 24 430

B0340 25501-1000 MECHANICALLY STABILIZED EARTH

WALL, WELDED WIRE FACE SQFT 1,627 73 1,700

B0360 25701-0200 CONTRACTOR FURNISHED

MECHANICALLY STABILIZED EARTH

WALL DESIGN LPSM ALL

B0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 57 3 60

B0400 30402-5300 FULL DEPTH RECLAMATION, Contract Quantity

METHOD 2, 6-INCH DEPTH SQYD 123,594 123,594

B0420 30801-0000 RECYCLED AGGREGATE BASE SQYD 4,647 279 244 5,170

B0440 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 457 18 475

B0460 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 ROUGHNESS) TON 41,049 42 1,209 42,300

B0500 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 410 13 423

A003: Revised by Amendment A003

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5)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.5PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B0540 41201-0000 TACK COAT TON 54 1 55

B0560 41301-0000 ASPHALT PAVEMENT MILLING SQYD 123,594 123,594 Contract Quantity

B0580 55101-2200 STEEL PIPE PILE, IN PLACE

(30-INCH DIAMETER x 1/2 INCH) LNFT 621 621

B0600 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 4 6

B0620 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 303

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) (MOMENT SLAB) CUYD 59 59

B0660 55235-0000 EXPANSION JOINTS LNFT 48 48 Contract Quantity

B0680 55401-1000 REINFORCING STEEL LB 4,100 4,100 Contract Quantity

B0700 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 43,124 43,124

B0720 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED (MOMENT SLAB) LB 5,632 5,632

B0740 55502-0000 STRUCTURAL STEEL, FURNISHED, Contract Quantity

FABRICATED, AND ERECTED LB 516,548 516,548

B0760 55601-0900 BRIDGE RAILING, STEEL (MOMENT Contract Quantity

SLAB) LNFT 115 115

B0780 55601-0900 BRIDGE RAILING, STEEL LNFT 500 500 Contract Quantity

B0800 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 8 8 Contract Quantity

B0820 57501-0000 MINOR BRIDGE WORK (THIN

BONDED EPOXY OVERLAY) LPSM All ALL

B0840 58501-0000 ULTRA HIGH PERFORMANCE

CONCRETE CUYD 3 3

B0860 62006-0000 CONCRETE MASONRY UNITS SQYD 41 41 Contract Quantity

B0880 62013-2000 STONE MASONRY WALL SQYD 53 53 Contract Quantity

B0900 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

B0920 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

B0940 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

B0960 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 40

B0980 62301-0000 GENERAL LABOR HOUR 40

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6)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.6PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

B1000 62402-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH ACRE 5.1 0.2 5.3

B1020 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.2 0.1 0.3

B1040 62501-0000 TURF ESTABLISHMENT (HYDRAULIC

METHOD) ACRE 16.5 0.5 17.0

B1060 63302-0000 SIGN SYSTEM SQFT 38 38

B1080 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 204,012 988 205,000

B1100 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE) LNFT 203,662 838 204,500

B1120 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

B1140 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 750 750

B1160 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

B1180 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 100 100

B1200 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

B1220 63502-3100 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM EACH 1 1

B1240 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 350 350

B1260 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 630 630

B1280 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 5,300 5,300

B1300 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,900 1,900

B1320 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 135 135

B1340 63601-3100 SYSTEM INSTALLATION, TELEPHONE LPSM ALL

B1360 63610-0000 CONDUIT (2-INCH HDPE,

COMMUNICATIONS) LNFT 18,470 230 18,700

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7)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.7PRA GLAC 10(45)MT

SHEET

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

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

SOIL EROSION

AND SEDIMENT

CONTROL

DRAINAGE RETAINING

WALLS

GUARDRAIL

AND SAFETY

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE ALLOWANCE Bid Schedule

A007 B1380 63610-0000 CONDUIT (2-INCH HDPE,

DIRECTIONAL DRILL,

COMMUNICATIONS) LNFT 1,210 80 1,290

B1400 63610-0000 CONDUIT (3-INCH HDPE) LNFT 1,560 40 1,600

B1420 63621-1000 UTILITY BOX, PULLBOX

(COMMUNICATIONS) EACH 22 22

B1440 63621-1000 UTILITY BOX, PULLBOX

(ELECTRICAL) EACH 2 2

A007: Revised by Amendment A007

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8)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.8PRA GLAC 10(45)MT

SHEET