A001_MT_PRA_GLAC_10(30).pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A001 03/24/2017 N/A MT PRA GLAC 10(30)

Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

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

DTFH7017R00001

9B. DATED (SEE ITEM 11)

03/03/2017

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

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

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

ITEM 10A.

N/A

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

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

D OTHER (Specify type of modification and authority)

N/A

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

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

MT PRA GLAC 10(30),

Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

See page 2

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

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

N/A

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

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

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 03/24/2017 Project No: MT PRA GLAC 10(30) Solicitation No. DTFH7017R00001 Project Name: Going to the Sun Road Rehabilitation Page 2 West Entrance to Avalanche, Phase X

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises: 20302-0200 REMOVAL OF CURB

20302-0700 REMOVAL OF FENCE (LOG RAIL)

20303-3000 REMOVAL OF SIDEWALK, ASPHALT

Page A-10. Revises: 60901-0000 CURB, CONCRETE (LOG PATTERN)

61501-1100 SIDEWALK, ASPHALT

61901-0000 FENCE (LOG RAIL)

Page A-12. Revises: 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page iii, Table of Contents Revises Section153 CONTRACTOR QUALITY CONTROL to the Table of Contents.

Page iv, Table of Contents Adds Section 403 ASPHALT CONCRETE to the Table of

Contents.

Page E-6, Subsection 104.03 Specifications and Drawings Revises the specification on submittals of shop drawings.

Page E-7, Subsection 104.05 Load Restrictions, Deletes item (b) of the over width and / or over length vehicles needing escort vehicles.

Page E-17, Subsection 107.02 Protection and Restoration of Property and Landscape

Adds pressure testing of the new 6-inch sewer lines.

Page E-22, Subsection 108.01 Commencement, Prosecution, and Completion of Work.

Deletes the limited timeframe of work to be completed at Station 324+00 to 332+00 under item (b).

Page E-23, Subsection 108.01 Commencement, Prosecution, and Completion of Work.

Revises (g) Sequencing Requirements for (1) Avalanche Campground from September 5, 2017 to September 17, 2017.

Page E-35 through E-40f, Subsection 153 CONTRACTOR QUALITY CONTROL, revises entire section with new requirements.

Page E-49, Subsection 156.04 Accommodating Traffic During Work. Deletes the opening requirements in (d).

Notice to Offeror: Please submit revised pages A-7 through A-13 with your proposal.

Page 3 West Entrance to Avalanche, Phase X

Page F-2, Subsection 203.03 Salvaging Material. Revises the requirement of conserving cobbles from Station 324+00 to Station 332+00.

Page F-3, Subsection 203.05 Disposing of Material. Adds the tree stumps and root wads are to be disposed outside of the Park.

Page F-5, Subsection 204.13 Sloping, Shaping and Finishing. Deletes the requirement of the final shaping to be completed on un salvaged boulders.

Page F-8, Subsection 252.03 Rockery. Deletes the requirement for notification of the CO if planned rockery dimensions are inadequate to intersect with adjacent slopes.

Page F-11, Subsection 401.01Description. Adds the alternative mix designs for turnouts and Avalanche Campground entrance road conforming to Section 403 may be approved by the

CO.

Page F-13a and F-13b, Subsection 403 Asphalt Concrete. Adds the removal of existing Table and replaces with new table for 403-2.

Page F-19, Subsection 607.02 Cleaning Drainage Structures in Place. Deletes the revised

Special Contract Requirement.

Page F-20, Subsection 609.04 Stone and Precast Concrete Curb. Deletes the CO requirement of the 3 days to adjust curb layout before installation occurs.

Page F-21, Subsection 612.03 General. Deletes the requirements for modifying the existing sanitary sewer system of shop drawing submittals.

Page F-27, Subsection 622.01 Description. Adds add the clear, grub, and remove debris, vegetation, and earthen material at inlet and outlet drainage structures, and CO approval before removing trees.

Page F-31, Subsection 633.02 Material. Adds the specification for Material for timber structures.

Page F-36, Subsection 636.03 Construction Requirements. Deletes requirements of modifying existing utility work.

Page F-37, Subsection 636.14 Payment. Deletes the payment of lump sum pay items at a prorated based on certified breakdowns and work completed.

Page G-9, Subsection 713.12, Fiber Rolls and Socks. Revises the requirement to only have CO approval of rock socks.

Page G-13, Subsection 719.02 Paint for Timber Structures Revises the approved stain to a Sherwin Williams Woodscape Acrylic Solid House Stain from a Columbia Paints Brand.

Page 4 West Entrance to Avalanche, Phase X

PLANS

Plan sheet #C.5 Adds Station 864+42.00 to Station 869+18.00 Line ‘PHX2’ to Going-to-the-Sun-Road – Turnout Reconstruction Typical Section.

Plan sheet #D.6 Adds standard underdrain system 6-inch outlet pipe (information only) to the plan view.

Plan sheet #D.7 Adds standard underdrain system 6-inch outlet pipe (information only) to the plan view.

Plan sheet #D.8 Adds standard underdrain system 6-inch outlet pipe (information only) to the plan view.

Plan sheet #D.9 Adds standard underdrain system 6-inch outlet pipe (information only) to the plan view.

Plan sheet #D.33 Adds Turnout 867+00 Line ‘PHX 2’.

Plan sheet #E.2 Adds quantities for pay items for Turnout 867+00 Line ‘PHX 2’.

Plan sheet #E.44a Adds survey layout information for Turnout 867+00 Line ‘PHX 2’.

Plan sheet #E.44b Adds survey layout information for Turnout 867+00 Line ‘PHX 2’.

Plan sheet #E.44c Adds survey layout information for Turnout 867+00 Line ‘PHX 2’.

Plan sheet #H.4 Adds Bollard Post Detail.

ENCLOSURES

Pages:

A-7 through A-13 Special Contract Requirements, Table of Contents: iii, iv, E-6, E-7, E-17, E-22, E-23, E-35 through E-40f, E-49, F-2, F-3, F-5, F-8, F-11, F-13a, F-13b, F-19, F-20, F-21, F-27, F-31, F-36, F-37 G-9, G-13

Plan Sheets:

B.1 through B.5 C.5, D.6, D.7, D.8, D.9, D.33, E.2, E.44a, E.44b, E.44c H.4

Page 5 West Entrance to Avalanche, Phase X

RESERVED

A-7

Bid Schedule

Project: MT PRA GLAC 10(30)

Going-to-the Sun Road Rehabilitation. West Entrance to Avalanche, Phase X

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 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):

For Section 703, Aggregate, which is incidental, our firm offers in lieu of the brand name specified in Subsection 703.06A Path Surface Aggregate, StaLok Paving Materials:

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: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "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 $

15705-1400 Line A0120 2,320 LNFT $ $

15706-0200 Line A0140 30 EACH $ $

15802-0000 Line A0160 ALL LPSM $

20101-0000 Line A0180 0.9 ACRE $ $

20301-0100 Line A0200 5 EACH $ $

20301-1900 Line A0220 4 EACH $ $

20301-1900 Line A0240 5 EACH $ $

20301-2000 Line A0260 8 EACH $ $

20301-2400 Line A0280 80 EACH $ $

20301-3400 Line A0300 20 EACH $ $

20302-0200 Line A0320 2,090 LNFT $ $

20302-0700 Line A0340 1,690 LNFT $ $

20303-1600 Line A0360 6,900 SQYD (CQ) $ $

20303-3000 Line A0380 2,470 SQYD (CQ) $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, FIBER ROLL

REMOVAL OF SIDEWALK, ASPHALT

REMOVAL OF PIPE END SECTION

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

SOIL EROSION CONTROL, CHECK DAM(FIBER ROLL)

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF BOLLARD

REMOVAL OF PIPE CULVERT(18-INCH CMP)

REMOVAL OF PIPE CULVERT(24-INCH CMP)

REMOVAL OF CURB

REMOVAL OF FENCE(LOG RAIL)

REMOVAL OF PAVEMENT, ASPHALT

A001

A001

A-9

Schedule A Account: ALL

Project No: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

20401-0000 Line A0400 18,880 CUYD (CQ) $ $

20411-0000 Line A0420 21,400 TON $ $

20701-0700 Line A0440 18,000 SQYD $ $

20702-0300 Line A0460 1,325 SQYD $ $

20820-0000 Line A0480 ALL LPSM $

20820-0000 Line A0500 ALL LPSM $

21101-2000 Line A0520 510 SQYD $ $

25101-0400 Line A0540 1,000 CUYD $ $

25125-0000 Line A0560 210 EACH $ $

25125-0000 Line A0580 30 EACH $ $

25126-0000 Line A0600 10 EACH $ $

25210-0000 Line A0620 95 SQFT $ $

30110-0000 Line A0640 30 TON $ $

30202-2000 Line A0660 35 TON $ $

30202-2000 Line A0680 10,720 TON $ $

31301-0000 Line A0700 350 TON $ $

40101-5600 Line A0720 12,500 TON $ $

40105-3000 Line A0740 126 TON $ $

41201-0000 Line A0760 29 TON $ $

ROCKERY

AGGREGATE SURFACE COURSE(PATH, 2-INCH DEPTH)

ROADWAY AGGREGATE, METHOD 2(4-INCH DEPTH)

ROADWAY EXCAVATION

SELECT BORROW

DEWATERING(AND BYPASS PUMPING, JACKSON CREEK)

ROADWAY OBLITERATION, METHOD 2

PLACED RIPRAP, METHOD A, CLASS 4

BOULDER

BOULDER(RED ARGILLITE)

REMOVE AND RESET BOULDER

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE B

GEOTEXTILE FILTER, CLASS 1, TYPE C

DEWATERING(AND BYPASS PUMPING, SPRAGUE CREEK)

ANTISTRIP ADDITIVE, TYPE 3

TACK COAT

ROADWAY AGGREGATE, METHOD 2

AGGREGATE-TOPSOIL COURSE

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

A-10

Schedule A Account: ALL

Project No: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

41301-0800 Line A0780 9,740 SQYD (CQ) $ $

41401-2000 Line A0800 11,300 LNFT $ $

60201-0600 Line A0820 139 LNFT $ $

60201-0800 Line A0840 365 LNFT $ $

60210-0600 Line A0860 2 EACH $ $

60210-0800 Line A0880 8 EACH $ $

60221-0350 Line A0900 136 LNFT $ $

60501-0000 Line A0920 4,470 LNFT $ $

60704-0000 Line A0940 147 EACH $ $

60711-0000 Line A0960 ALL LPSM $

60711-0000 Line A0980 ALL LPSM $

60901-0000 Line A1000 2,020 LNFT $ $

60901-5000 Line A1020 395 LNFT $ $

60915-1000 Line A1040 28 EACH $ $

61501-1100 Line A1060 1,800 SQYD $ $

61901-0000 Line A1080 2,200 LNFT $ $

61904-0000 Line A1100 5 EACH $ $

62003-0000 Line A1120 ALL LPSM $

62010-0000 Line A1140 46 LNFT $ $

ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

CRACKS, CLEANING AND SEALING

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

REPAIRING DRAINAGE STRUCTURE(JACKSON CREEK)

CURB, CONCRETE(LOG PATTERN)

CURB, STONE, TYPE 2, 8-INCH DEPTH(GOVERNMENT FURNISHED STONE)

WHEELSTOP, CONCRETE(LOG PATTERN)

SIDEWALK, ASPHALT

FENCE(LOG RAIL)

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

4 FEET SPAN, 4 FEET RISE REINFORCED CONCRETE BOX CULVERT, SINGLE BARREL

STANDARD UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

REPAIRING DRAINAGE STRUCTURE(SPRAGUE CREEK)

BOLLARD POST

STONE MASONRY(VENEER)

STONE MASONRY(SLAB STEPS)

A001

A-11

Schedule A Account: ALL

Project No: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

62013-2000 Line A1160 75 SQYD $ $

62013-2000 Line A1180 73 SQYD (CQ) $ $

62031-0000 Line A1200 3,115 SQFT (CQ) $ $

62201-0250 Line A1220 260 HOUR $ $

62201-0950 Line A1240 110 HOUR $ $

62201-2100 Line A1260 50 HOUR $ $

62201-3150 Line A1280 260 HOUR $ $

62201-3750 Line A1300 75 HOUR $ $

62201-3800 Line A1320 50 HOUR $ $

62301-0000 Line A1340 515 HOUR $ $

62401-0300 Line A1360 10,570 SQYD $ $

62901-0000 Line A1380 4,000 SQYD $ $

63301-0000 Line A1400 18 EACH $ $

63302-0000 Line A1420 260 SQFT $ $

63304-0900 Line A1440 140 SQFT $ $

63306-0700 Line A1460 8 EACH $ $

63306-0700 Line A1480 9 EACH $ $

63306-2100 Line A1500 3 EACH $ $

63318-1000 Line A1520 75 EACH $ $

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

COMPACTOR

HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

PICKUP TRUCK, 1 TON(WITH PRESSURE WASHER AND 100 FOOT WATER LINE)

STONE MASONRY WALL(HEADWALL)

STONE MASONRY WALL(HEADWALL REPAIR AND REPOINT)

REPOINT STONE MASONRY(HEADWALL)

POST, STEEL, PIPE(RETROFIT EXISTING POST WITH UNIVERSAL BREAKAWAY SIGN BASE)

POST, STEEL, PIPE(GOVERNMENT FURNISHED)

POST, WOOD, 8-INCH DIAMETER

SNOW POLE HOLDER

GENERAL LABOR

FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

ROLLED EROSION CONTROL PRODUCT

SIGN SYSTEM(SALVAGE AND RESET EXISTING PANEL ON NEW POST)

SIGN SYSTEM

SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING(RETROFIT EXISTING POST WITH UNIVERSAL BREAKAWAY SIGN BASE AND INSTALL NEW PANEL)

A-12

Schedule A Account: ALL

Project No: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

63401-0300 Line A1540 36,050 LNFT $ $

63401-0300 Line A1560 24,000 LNFT $ $

63401-0400 Line A1580 2,200 LNFT $ $

63403-0200 Line A1600 2,100 SQFT $ $

63405-0500 Line A1620 5 EACH $ $

63405-0600 Line A1640 5 EACH $ $

63405-0700 Line A1660 9 EACH $ $

63405-0850 Line A1680 8 EACH $ $

63502-0600 Line A1700 40 EACH $ $

63502-1300 Line A1720 90 EACH $ $

63502-1600 Line A1740 25 EACH $ $

63503-0700 Line A1760 5,700 LNFT $ $

63504-1000 Line A1780 695 SQFT $ $

63507-0700 Line A1800 250 DAY $ $

63509-1000 Line A1820 7,800 FXHR 44.00$ 343,200.00$

63602-6020 Line A1840 2 EACH $ $

63610-2800 Line A1860 175 LNFT $ $

63621-5000 Line A1880 2 EACH $ $

63622-0000 Line A1900 700 LNFT $ $

PAVEMENT MARKINGS, TYPE B, SOLID(WHITE)

PAVEMENT MARKINGS, TYPE B, SOLID(YELLOW)

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

PAVEMENT MARKINGS, TYPE B, BROKEN(YELLOW)

PAVEMENT MARKINGS, TYPE B(YELLOW HATCH)

PAVEMENT MARKINGS, TYPE B, TURN ARROW(WHITE)

PAVEMENT MARKINGS, TYPE B, STRAIGHT/TURN ARROW COMBINATION(WHITE)

PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE(WHITE)

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL, FLAGGER

SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

CONDUIT, 4-INCH, PVC(WEST ENTRANCE)

UTILITY BOX, CONCRETE

UTILITY TRENCH(MP 5.5)

A-13

Schedule A Account: ALL

Project No: MT PRA GLAC 10(30)

Name: GTSR REHABILITATION WEST ENTRANCE TO AVALANCHCQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

64603-1200 Line A1920 2 EACH $ $

64603-1200 Line A1940 1 EACH $ $

64603-1200 Line A1960 4 EACH $ $

64620-0600 Line A1980 3 EACH $ $

FIXTURE, WAYSIDE EXHIBIT(PAD TYPE 2)

FIXTURE, WAYSIDE EXHIBIT(REMOVE PAD)

REMOVE AND RESET TRASH RECEPTACLE

FIXTURE, WAYSIDE EXHIBIT(PAD TYPE 1)

iii

Special Contract Requirements Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

SCR TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

DIVISION 100 GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS ................................................. E-1 Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT .............................. E-3 Section 103. — SCOPE OF WORK ...................................................................................... E-4 Section 104. — CONTROL OF WORK ............................................................................... E-6 Section 105. — CONTROL OF MATERIAL ....................................................................... E-8 Section 106. — ACCEPTANCE OF WORK ...................................................................... E-13 Section 107. — LEGAL RELATIONS AND

RESPONSIBILITY TO THE PUBLIC ..................................................... E-15 Section 108. — PROSECUTION AND PROGRESS ......................................................... E-22 Section 109. — MEASUREMENT AND PAYMENT ....................................................... E-25

DIVISION 150 PROJECT REQUIREMENTS

Section 151. — MOBILIZATION ...................................................................................... E-31 Section 152. — CONSTRUCTION SURVEY AND STAKING ....................................... E-32 Section 153. — CONTRACTOR QUALITY CONTROL .................................................. E-35 Section 153. — CONTRACTOR QUALITY CONTROL .................................................. E- 40a Section 154. — CONTRACTOR SAMPLING AND TESTING ........................................ E-41 Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS ........................... E-44 Section 156. — PUBLIC TRAFFIC .................................................................................... E-49 Section 157. — SOIL EROSION AND SEDIMENT CONTROL...................................... E-52

DIVISION 200 EARTHWORK

Section 201. — CLEARING AND GRUBBING .................................................................. F-1 Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........................ F-2 Section 204. — EXCAVATION AND EMBANKMENT .................................................... F-4 Section 209. — STRUCTURE EXCAVATION AND BACKFILL ..................................... F-6

DIVISION 250 SLOPE REINFORCEMENT AND RETAINING WALLS

Section 251. — RIPRAP........................................................................................................ F-7 Section 252. — ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK

BUTTRESS ................................................................................................. F-8

DIVISION 300 AGGREGATE AND BASE COURSES

Section 301. — UNTREATED AGGREGATE-COURSES ................................................. F-9 Section 313. — AGGREGATE-TOPSOIL COURSE ........................................................ F-10

Revised by Amendment A001 iv

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD .................................................................................. F-11

Section 403. — ASPHALT CONCRETE ..........................................................................F-13a Section 414. — ASPHALT PAVEMENT CRACK SEALING AND FILLING ................ F-14

DIVISION 550 BRIDGE CONSTRUCTION

Section 552. — STRUCTURAL CONCRETE ................................................................... F-15

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601. —MINOR CONCRETE STRUCTURES....................................................... F-16 Section 602. — CULVERTS AND DRAINS ..................................................................... F-17 Section 607. — CLEANING, RELAYING, AND REPAIRING EXISTING

DRAINAGE STRUCTURES .................................................................... F-19 Section 609. — CURB AND GUTTER .............................................................................. F-20 Section 612. — SANITARY SEWER SYSTEMS .............................................................. F-21 Section 619. — FENCES, GATES, CATTLE GUARDS AND BOLLARD

POSTS ....................................................................................................... F-22 Section 620. — STONE MASONRY .................................................................................. F-24 Section 622. — RENTAL EQUIPMENT ............................................................................ F-27 Section 623. — GENERAL LABOR .................................................................................. F-29 Section 624. — TOPSOIL ................................................................................................... F-30 Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-31 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-32 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-33 Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND

ELECTRICAL SYSTEMS ........................................................................ F-36 Section 646. — ROADSIDE DEVELOPMENT (ADDED SECTION) ............................. F-38

DIVISION 700 MATERIAL

Section 701. — CEMENT .................................................................................................... G-1 Section 703. — AGGREGATE ............................................................................................ G-2 Section 704. — SOIL ............................................................................................................ G-4 Section 705. — ROCK ......................................................................................................... G-5 Section 708. — PLASTIC PIPE ........................................................................................... G-7 Section 712. — JOINT MATERIAL .................................................................................... G-8 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-9 Section 716. — MATERIAL FOR TIMBER STRUCTURES .......................................... G-10 Section 717. — STRUCTURAL METAL ......................................................................... G-11 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ............................. G-12 Section 719. — PAINT ....................................................................................................... G-13 Section 725. — MISCELLANEOUS MATERIAL............................................................ G-14

E-6 DIVISION 100

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Section 104. — CONTROL OF WORK

07/22/16– FP-14

104.03 Specifications and Drawings. Amend as follows:

Add the following to Subsection (b)(1)(d):

, and fence (log rails).

Delete Subsection (b)(2)(i) and substitute the following:

(i) Concrete box culvert and cast in place concrete headwall, and wingwall details;

Delete Subsection (b)(2)(i) and substitute the following:

(i) Concrete box culvert and cast in place concrete headwall, log rails, concrete curbing, and wingwall details;

Delete the text of Subsection (c), paragraph one, and substitute the following:

Furnish two as-built working drawings at the project site and make the drawings available to the CO upon request. The Government will provide two sets of contract drawings to be used exclusively for recording the as-built details of the project. Use the color “red” to identify changes. Use approved methods to accurately and neatly record changes. Include details and notes on additional information discovered during construction. Note additions or revisions to the location, character, and dimensions of work. Strikeout details shown that are not applicable to the completed work.

Delete Subsection (c)(4)(a)(6), and substitute the following:

(6) Culverts, underdrains, and outlets, showing any skew angles where present;

Delete Subsection (c)(4)(a)(11), and substitute the following:

(11) Walls, guardrails, guardwalls, and end treatments.

104.04 Coordination of Contract Documents.

Delete the text of this Subsection and substitute the following:

The FAR, TAR, Basic Contract, special contract requirements, plans, and standard specifications are contract documents. A requirement in one document is binding as though occurring in all the contract documents. The contract documents are intended to be complementary and to describe and provide for a complete contract. In case of discrepancy, calculated and shown dimensions govern over scaled dimensions. The contract documents govern in the following order:

(a) Federal Acquisition Regulations;

(b) Transportation Acquisition Regulations;

(c) Basic IDIQ Contract;

(d) Special Contract Requirements (SCRs);

(e) Plans; and

E-7 DIVISION 100

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

(f) Standard specifications.

104.05 Load Restrictions. Add the following:

Comply with Glacier Park vehicle weight and size restrictions on the Going to the Sun Road as follows:

(a) Comply with Montana State Department of Transportation (DOT) Regulations. Obtain all state permits that are required; and, obtain approval from the CO if over-width and/or over-length vehicles and accompanying pilot cars will be traveling along portions of the Going-to-the-Sun Road.

(b) Over-width (greater than 8 feet) and/or over-length (greater than 21 feet) vehicles, equipment, and loads will need to be accompanied by an escort car in front and will have to obtain a Park travel permit, except during specified fall and spring closures. Over-width and/or over-length vehicles will not be allowed during high traffic periods. Coordinate at least 7 days in advance with the CO to obtain a Park travel permit.

E-17 DIVISION 100

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

107.02 Protection and Restoration of Property and Landscape. Amend as follows:

Delete the third paragraph and substitute the following:

Do not disturb any area outside the construction limits unless authorized according to Subsection 105.02(c). Replace trees, shrubs, or vegetated areas outside the construction limits damaged by construction operations as directed and at no cost to the Government. Only remove damaged limbs of existing trees when directed by an approved arborist.

Add the following to the fourth paragraph:

Paleontological remains and archeological specimens found within the construction area are the property of the National Park Service and will be removed only by the National Park Service or designated representatives. Notify the CO within 1 hour of any discovery. The notification will include a brief statement of the location and details of the finding.

Delete the fifth paragraph and substitute the following:

Between station 324+74 and 331+55, there is a Century Link Phone Line, a Glacier Electric Power Line, and a Park Sewer Line, traversing along the right side of the roadway which will be replaced.

Provide Century Link, Flathead Electric, and the Park Utilities coordinators 30 calendar days’ written notice of when the work requiring utility disruption will begin. Request an onsite meeting to locate the point of termination with a representative of Century Link, Flathead Electric, Park Utilities and the CO present. Notifications shall be sent to the contacts listed below.

All utility providers will disconnect their utilities during construction at their expense.

Accommodate Century Link, Flathead Electric, and Park utility disconnects on per agreement reached at the on-site Utility Coordination meeting. Have the CO onsite to concur with the utility relocation plan and connection points. Provide 5 working days written notice to Century Link, Flathead Electric, and Park Utilities when the installed dry conduits are available to re-establish connections. The Contractor will be responsible for connecting the new 6-inch sewer line to the existing 4-inch sewer line and pressure testing the new 6-inch sewer line prior to backfilling.

Send written notices to each of the following:

Telecommunication Brent Bushnell CenturyLink, Engineer II Network Services 1021 Chestnut Helena, MT 59601-0821 Office: 406-441-7649 Cell: 406-437-2506

E-22 DIVISION 100

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Section 108. — PROSECUTION AND PROGRESS

03/31/16– FP-14

108.01 Commencement, Prosecution, and Completion of Work. Amend as follows:

Delete the text of the second paragraph and substitute the following:

A preconstruction conference will be held after the task order is awarded and before beginning work. Seven days before the preconstruction conference, submit copies of the preliminary construction schedule according to Section 155.

Add the following:

Furnish at least 48 hours advance notice before changing the current work schedule. Work schedule changes that include additional shifts require 14 days’ notice.

Perform work under this contract according to the following:

(a) Do not perform construction operations within the following durations:

(1) Between 6:00 p.m. Friday and 6:00 a.m. the following Tuesday of the Memorial Day and Labor Day weekends;

(2) Between 6:00 p.m. July 3rd and 6:00 a.m. July 5th; and

(3) Between December 16th, 2017 and March 31st, 2018.

(b) Between station 324+00 and 332+00 limit work between September 5, 2017 and December 15, 2017 unless otherwise directed by the CO. For all other locations, Llimit in-water work to the expected low water period between August 16 and December 15 in accordance with Subsection 157.09, specific requirements for Sprague and Jackson Creeks in accordance with Subsection 107.10(d)(6) or unless otherwise directed by the CO.

(c) Pursuant to FAR Clause 52.236-5, remove from the project any driver who receives two traffic citations while driving within Glacier National Park.

(d) Nighttime operations (156.08) occurring one hour before sunset to one hour after sunrise is permitted as long as the work occurs 1,000 feet away from campgrounds unless otherwise directed by the CO.

(e) Between station 150+26 and 194+70 Line ‘PHX2’ at least one lift of asphalt must be placed prior to opening the road to public traffic. At all other locations where the existing roadway or pedestrian path surfaces are removed complete surfaces to the top of base prior to allowing traffic or winter shutdown.

(f) Concurrent work at multiple turnouts is allowed as approved by the CO.

E-23 DIVISION 100

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

(g) Sequencing Requirements. Perform work according to the sequencing plans and the following:

(1) Avalanche Campground; Perform work between September 517, 2017 and contract fixed completion date.

(2) Kelly Camp (Upper McDonald Creek Road); Perform work between September 5, 2017 and contract fixed completion date. Daytime, sun rise to sun set, work is prohibited from September 5, 2017 to September 25, 2017.

(3) Complete sewer line, phone conduit, power conduit, and utility box installation at the MP 5.5 site by September 27, 2017. See 107.02 for coordination requirements with utility owners;

(4) Coordinate with the power, phone, and sewer representatives a four hour maximum shutdown for each utility between October 3, 2017, and October 9, 2017 to transfer service from the old lines to the new lines;

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis-Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

108.03 Determination and Extension of Contract Time. Amend as follows:

Delete paragraph 108.03(a)(2).

Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

108.04 Failure to Complete Work on Time. Delete this Subsection and substitute the following:

Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

E-35 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Section 153. — CONTRACTOR QUALITY CONTROL

11/05/15– FP-14

Delete the text of this Section and substitute the following:

Description

153.01 This work consists of planning and implementing a construction quality process to ensure work conforms to the contract requirements. This work also includes quality control (QC) inspection and documentation, process control sampling and testing, obtaining samples for QC testing, and performing QC tests. See FAR Clause 52.246-12 Inspection of Construction.

Construction Requirements

153.02 Qualifications. Provide a QC manager (QCM) according to the following:

(a) One year of experience managing QC on highway construction projects of similar size, type, and complexity, and

(b) One of the following:

(1) Two years’ experience as a construction project manager or superintendent on highway construction projects of similar size, type, and complexity;

(2) Three years’ experience as a project engineer, resident engineer, foreman, construction inspector, or equivalent on highway construction projects of similar size, type, and complexity; or

(3) National Institute for Certification in Engineering Technologies (NICET) Level III certification or equivalent in highway construction or highway material.

153.03 Quality Control Plan (QCP).

(a) Personnel. Provide a QCM, on-project during work, with the authority to stop work not in compliance, or that will result in non-compliance, with contract requirements. Provide the CO with a letter, from a company officer or official that is higher in authority than the Superintendent, delegating authority to stop work to the QCM.

Identify an alternate in the QCM’s absence. The alternate must meet the qualifications for a QCM. An alternate may not act for the QCM for more than three (3) days unless approved by the CO.

Submit names and qualifications of the QCM and any alternate to the CO for approval 14 days before start of work.

E-36 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Furnish additional QC staff (inspectors, testers, reviewers, and clerical assistants) to complete the work specified in this Section. Provide names and qualifications of additional personnel to the CO 14 days before start of work.

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress estimate payments.

(b) Development. Provide a QCP for each work feature listed below to the CO for approval at least 14 days prior to the start of the work feature. The absence of a plan does not relieve the Contractor of complying with the contract requirements. Additional QCPs, and/or activities, may be required to provide effective quality management. The CO may request an additional QCP for work features not specifically listed below.

Develop a QCP for the following work features:

(1) Control of Material (Section 105);

(2) Construction Survey and Staking (Section 152);

(3) Soil Erosion and Sediment Control (Section 157);

(4) Clearing and Grubbing (Section 201);

(5) Removal of Structures and Obstructions (Section 203);

(6) Excavation and Embankment (Section 204);

(7) Earthwork Geosynthetics (Section 207);

(8) Structure Excavation and Backfill (Sections 208, 209);

(9) Roadway Obliteration (Section 211);

(10) Riprap (Section 251);

(11) Rockery, Special Rock Embankment, and Rock Buttress (Section 252);

(12) Asphalt Concrete (Sections 401, 403);

(13) Drainage Structures (Section 602, 604, 605, 608);

(14) Stone Masonry (Sections 620);

(15) Topsoil and Turf Establishment (Sections 624, 625);

(16) Permanent Traffic Control (Section 633, 634);

(17) Temporary Traffic Control (Sections 156, 635); and

(18) Signal, Lighting, and Electrical Systems (Section 636).

E-37 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Provide a QCP for each work feature in a format approved by the CO.

Include process control sampling and testing in the QCP. Perform process control sampling and testing according to Subsection 153.05 and the QCP.

153.04 Prosecution of Work. Complete the following:

(a) Preparatory and Start-up Phase. Thoroughly address the following activities (1 through 9) for each work feature, and denote in the plan the person/position that will perform each activity.

(1) Review contract requirements, plans, and specifications independently and with construction supervisory staff.

(2) Check and verify submittals, plans, and materials certifications meet contract requirements and submit to the CO for approval at least 7 days prior to installation unless a greater lead time for submittal or longer review period is required or allowed by the contract. Certify compliance by completing and signing Form WFLHD-87. An electronic version of the form is available at:

http://flh.fhwa.dot.gov/resources/construction/forms/wfl/.

(3) Check site conditions for constructability, including staging, disposal, and storage areas. Verify materials delivered to the site conform to accepted materials certifications, submittals, plans, and contract requirements before incorporating into the project.

(4) Review construction staking to assure it meets contract requirements, accuracy, and sufficiency for each work feature.

(5) Provide an operational work plan. Include a brief written narrative of the work activity for the feature describing locations, crews, equipment, and methods to be used to complete the work.

(6) Conduct pre-work meetings. Review contract requirements with the construction crew, foremen, and Government personnel before beginning work. Provide an overview of the operational work plan. Conduct additional pre-work meetings as necessary and when crew(s) change.

(7) Ensure construction methods will result in the end product meeting the contract requirements.

Include the following in the plan for applicable work features:

(a) The process to ensure the completed feature of work conforms to contract requirements.

(b) The inspection and testing frequency to ensure the process remains valid or work is being performed according to the established process.

E-38 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

(c) The action(s) to be taken and alterations to the inspection and testing frequency, if inspection or testing reveals the work is not meeting contract requirements.

Perform corrective actions as needed to ensure work meets contract requirements.

(8) Provide immediate on-site presence to communicate status of work to FHWA and contractor personnel and for QC issue resolution.

(9) Verify completed work meets contract requirements.

Revise the QCP when personnel, activities, or processes change or when deficiencies occur in the work.

(b) Implementation. Implement QC activities as described in the accepted plan. Do not begin a work feature until the plan is approved by the CO and a pre-work meeting (activity 6) is performed. Document when each activity (1 through 9) was performed, and by whom, in the QC report as described below.

(1) QC Reports. Report the results of QC inspections that verify the work meets contract requirements as QC activities are performed. Describe the results of reviews, inspections, measurements, and testing activities. Attach original support data and test results.

Document QC pre-work meetings, and discussions with the construction staff and Government personnel. Document deficiencies found in the work and describe corrective actions, adjustments to frequency of QC activities, and method or process changes to correct and eliminate future deficiencies. Provide reports to the CO daily or as otherwise approved. Include the following certification signed by the QCM:

“I certify that the information contained in this record is accurate and that work documented herein complies with the contract. Exceptions to this certification are documented as a part of this record.”

(2) Notification of Completion of Work. Submit a completed “Notification of Completion of Work” (Form WFLHD 470) when the phase of work listed below is ready for inspection. An electronic version of WFLHD 470 is available at:

(a) Allow 1 working day for the following work to be inspected.

(1) Survey and staking (field stakes and notes). Provide survey notes for the following:

Control points – before disturbing original control points;

Clearing limits – before starting clearing and grubbing operations;

Slope stakes – before clearing operations or topsoil removal;

Culverts – before starting installation.

(2) Construction work.

E-39 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Erosion control devices – prior to any ground disturbing activities;

Sub grade – before placing pavement structure;

Any pavement structure layer requiring hubs – before placing next layer;

Structural excavation – before backfilling;

The CO may request submission of a form WFLHD 470 for worked not specifically listed in this Subsection, or may not require a form for listed work.

153.05 Sampling and Testing. Perform process control sampling and testing. At a minimum, perform process control sampling and testing according to the Sampling, Testing, and Acceptance Requirements table included at the end of each Section.

Perform QC sampling and testing as defined in the QCP.

When requested, sample and split QC samples according to AASHTO or other acceptable procedures. Allow the CO the opportunity to witness all sampling. Immediately perform splits when required. Deliver and label split QC samples according to Subsection 154.03.

Provide the following documentation:

(a) Test results. Label test results with the same information required by Subsection 154.03.

Attach work sheets, used to determine test values, to the test result forms when submitted.

(b) Control charts. Maintain linear control charts that identify the project number and name, pay item number, test number, each test parameter, the upper and/or lower specification limit applicable to each test parameter, and test results. Use the control charts to document the variability of the process, identify production and equipment problems, and identify potential pay factor adjustments. Make corrections to the process when problems are evident. Post charts at the Contractor’s project testing lab and on site.

153.06 Acceptance. Contractor QC will be evaluated under Subsections 106.02 and 106.04 based on the demonstrated ability of the Contractor’s QC system to ensure that work meets the contract requirements.

If the Government’s testing and inspection (quality assurance) indicate the Contractor’s QC system is ineffective or the plans are not being followed; make immediate improvements to correct inadequacies. Furnish notification in writing of improvements and modifications to the system.

A maximum of 10 percent of the total progress payment amount will be retained and affected project work may be stopped if a QCP is not accepted, the plan is not being followed, or work does not meet contract requirements.

E-40 DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Measurement

153.07 Measure the Section 153 items listed in the bid schedule according to Subsection 109.02.

Payment

153.08 The accepted quantities, measured as provided in Subsection 109.02 and above, will be paid at the contract price per unit of measurement for the Section 153 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Payment for the lump sum item will be prorated based on the submitted cost breakdown for the work completed for this Section.

E-40a DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

Section 153. — CONTRACTOR QUALITY CONTROL

11/05/15– FP-14

Delete the text of this Section and substitute the following:

Description

153.01 This work consists of planning and implementing a construction quality process to ensure work conforms to the contract requirements. This work also includes quality control (QC) inspection and documentation, process control sampling and testing, obtaining samples for QC testing, and performing QC tests. See FAR Clause 52.246-12 Inspection of Construction.

Construction Requirements

153.02 Qualifications. Provide a QC manager (QCM) with at least three years’ experience in areas of material testing, inspection, management, supervision, and QC.

153.03 Quality Control Plan (QCP).

(a) Personnel. Provide a QCM, on-project during work, with the authority to stop work not in compliance, or that will result in non-compliance, with contract requirements. Provide the CO with a letter, from a company officer or official that is higher in authority than the Superintendent, delegating authority to stop work to the QCM.

Identify an alternate in the QCM’s absence. The alternate must meet the qualifications for a QCM. An alternate may not act for the QCM for more than three (3) days unless approved by the CO.

Submit names and qualifications of the QCM and any alternate to the CO for approval 14 days before start of work.

The superintendent or project manager may be designated as the QC manager.

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress estimate payments.

(b) Development. Provide a QCP for each work feature listed below to the CO for approval at least 14 days prior to the start of the work feature. The absence of a plan does not relieve the Contractor of complying with the contract requirements. Additional QCPs, and/or activities, may be required to provide effective quality management. The CO may request an additional QCP for work features not specifically listed below.

Develop a QCP for the following work features:

(1) Riprap (Section 251);

E-40b DIVISION 150

Project: MT PRA GLAC 10(30), Going-to-the-Sun Road Rehabilitation, West Entrance to Avalanche, Phase X

(2) Rockery, Special Rock Embankment, and Rock Buttress (Section 252);

(3) Asphalt…