A001_AK_PRA_DENA_10(34).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 September 4, 2013 N/A AK PRA DENA 10(34) Eagle’s Nest Corner at MP 67.5

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

DTFH70-13-B-00010

9B. DATED (SEE ITEM 11)

08/01/2013

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.)

AK PRA DENA 10(34) Eagles Nest Corner at MP 67.5

See page 2 for revisions.

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 September 4, 2013 AK PRA DENA 10(34) Solicitation No. DTFH70-13-B-00010 Eagle’s Nest Corner at MP 67.5

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8 Revises quantity of Item 15705-1500 Soil Erosion Control, Sediment Wattle, Government Furnished

Page A-9. Adds Item 31102-0000 Stockpiled Aggregate (Reclaimed Asphalt Pavement)

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision E-4 104.06 Other Contracts Adds work locations E-5 Table 104-1 Adds Rock Creek Bridge E-6 105.02(a) Material Sources Adds Mile 5 Pit E-6 105.02(a) (1) (f) Corrects spelling error E-7 105.02(a)(1) Material Sources Renumbers (f) & (g) to (h) & (i) E-7 105.02(a)(1) Material Sources Adds (j) and (k) E-8/9 Pagination revised E-20 108.01 Commencement, Prosecution, and

Completion of Work Revises (e) & (f).

Renumbers (f) & (g) to (g) & (h).

E-39 Table 153-2 Adds item F-19-21 311 Stockpiled Aggregate Revises Section G-3 703.19 Recycled Asphalt Pavement Adds Subsection

PLANS

Plan sheet #A.4a Adds Vicinity Map Plan sheet #B.1 Adds Bid Item 31102-0000 Stockpiled Aggregate (Reclaimed Asphalt

Pavement) Plan sheet #B.1 Revises quantity for Bid Item 15705-1500 Soil Erosion Control, Sediment Wattle , Government Furnished Plan sheet #F.1 Adds Mile 5 Pit Quantity Table

ENCLOSURES

Pages: A-7 through A-11 E-4 through E-9 E-20/E-21 E-39 F-19 through F-21 G-3

Plan Sheets:

A.4a B.1 F.1

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

A - 7

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Bid Schedule

Project No:AK PRA DENA 10(34)

Project Name:Eagle's Nest Corner at MP 67.5

A - 8

Contract Quantity Pay Items

20103-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20403-0000 UNCLASSIFIED BORROW

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

A001 A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0050 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0110 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A001 A0130 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE , GOVERNMENT FURNISHED

1,070 LNFT $____________ $____________

A0150 15801-0000 WATERING FOR DUST CONTROL

104 MGAL $____________ $____________

A0170 20103-0000 CLEARING AND GRUBBING

600 SQYD $____________ $____________

A0190 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0210 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , CRIB WALL

ALL LPSM $___LPSM_____ $____________

A0230 20401-0000 ROADWAY EXCAVATION

315 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0250 20403-0000 UNCLASSIFIED BORROW

168 CUYD $____________ $____________

A0270 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

118 SQYD $____________ $____________

A0290 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A

107 SQYD $____________ $____________

A0310 25101-2000 PLACED RIPRAP, CLASS 2

20 CUYD $____________ $____________

A0330 25101-4000 PLACED RIPRAP, CLASS 4

45 CUYD $____________ $____________

A0350 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

127 CUYD $____________ $____________

A0370 25501-0000 MECHANICALLY STABILIZED EARTH WALL

1,238 SQFT $____________ $____________

A0390 30419-0000 BENTONITE

451 TON $____________ $____________

A0410 30801-1000 ROADWAY AGGREGATE, METHOD 1 , GOVERNMENT FURNISHED

223 CUYD $____________ $____________

A001 A0420 31102-0000 STOCKPILED AGGREGATE (RECLAIMED ASPHALT PAVEMENT)

5,500.0 CUYD $____________ $____________

A0430 31102-0000 STOCKPILED AGGREGATE (SELECT BORROW)

6,500 CUYD $____________ $____________

A0450 31102-0000 STOCKPILED AGGREGATE (AGGREGATE SURFACING)

15,250 CUYD $____________ $____________

A0470 60201-1100 42-INCH PIPE CULVERT

120 LNFT $____________ $____________

A0490 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0510 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0530 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A0550 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

20 HOUR $____________ $____________

A0570 62301-0000 GENERAL LABOR

150 HOUR $____________ $____________

A0590 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A0610 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

A0630 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0650 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

220 LNFT $____________ $____________

A0670 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

130.36 SQFT $____________ $____________

A0690 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 FXHR $73.00 $73,000.00

A0710 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A0730 63703-0000 RESIDENTIAL HOUSING

2 EACH $____________ $____________

A0750 63704-0000 VEHICLE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

E-4

Special Contract Requirements Project: AK PRA DENA 10(34), Eagle’s Nest Corner at MP 67.5

(1) Revisions to grades, elevations, and stationing of vertical points of intersection

(VPI);

(2) Equations;

(3) Culvert diameter, length, type, and stationing;

(4) Length of culvert extension, and length of existing culvert; and

(5) Location, length, stationing, and type of MSE wall.

Provide one paper as-built set of working drawings for review. Furnish the as-built working drawings to the CO before the final inspection.

Correct all details found during the final inspection that are not shown on the as-built drawings.

Scan the drawings to produce clear, colored images. Develop separate files for each plan section and create an index by bookmarking each sheet. Furnish the electronic version in PDF format on CD or DVD. Return four paper and four electronic sets of corrected as-built drawings to the CO within 5 working days of the final inspection.

104.05 Load Restrictions. Add the following:

Vehicles in excess of 17.6 short tons Gross Vehicle Weight Rating (GVWR) will not be permitted West of Milepost (MP) 15 before May 25, 2014, unless NPS weight restrictions have been lifted.

The bridges on Denali Park Road have load restrictions as listed in Table 104-1. Obtain an official park permit if carrying loads that exceed the Normal Operating Vehicle Weight Restrictions. Maximum operating vehicle weights shall not be exceeded.

The Government reserves the right, without prior notification, to establish temporary weigh stations for the purpose of confirming adherence to weight restrictions by any and all vehicles.

104.06 Other Contracts. (Added Subsection).

Follow the requirements of FAR Clause 52.236-8 Other Contracts.

Federal Highway Administration and Denali National Park & Preserve will have awarded one or more other contracts with concurrent construction activities. These other contracts may impact operations on this project. Construction on other contracts have already begun and may be active during the 2014 construction season. Coordinate work with the CO. The contracts may include, but are not limited to the following:

Denali utility corridor between MP 0 and MP 30 on the East side of the Denali Park Road

AK DENA 10(26) Rock Creek Culvert construction at Rock Creek Bridge (MP 3.3), M.P 5 culvert, and in Mile 5 Pit.

AK PRA DENA 10(13) Denali Park Road, Sanctuary Area (M.P. 24) and (M.P.4.5)

Revised by Amendment A001

E-5

Table 104-1 Bridge Weight Restrictions

Bridge Name Mile Post Location

Weight Restriction:

Vehicle Plus Load

(short ton)

Normal Operating Vehicle Weight Restriction

Maximum Operating Vehicle Weight Restriction

10 cu yd Dump Truck

Low Boy or Belly Dump

Truck

10 cu yd Dump Truck

Low Boy or Belly Dump

Truck Rock Creek 3.30 25 39 38 58

Savage River 14.89 37 44 59 71

Sanctuary River 22.96 26 34 43 57

Teklanika River 31.43 28 41 43 68

Igloo Creek 34.26 25 39 41 65

Upper Igloo Creek 37.18 24 38 41 63

Ghiglione Creek 40.19 25 39 37 59

East Fork Toklat 43.52 28 33 41 66

Toklat River No. 1 53.08 45 52 69 82

Toklat River No. 2 53.61 45 52 69 82

Big Stony 60.70 25 40 36 57

E-6

Section 105. — CONTROL OF MATERIAL

105.02 Material Sources. Amend as follows:

Add the following to the third paragraph:

(a) Government-provided sources. Do not perform aggregate source quality tests listed in the Sampling and Testing Requirements Table of other Sections when using Government-provided sources. Sufficient quantities are available within the Government-provided mandatory source, Toklat Pit and Mile 5 Pit.

(1) Government-provided mandatory sources.

(a) Obtain material for use as backfill, select borrow, select topping, topping, unclassified borrow, bedding, foundation fill, and structural backfill under Section 204, Section 208, and Section 209 from existing stockpiles in Toklat pit. Use stockpiles as directed by CO.

Approximate Global Positioning System (GPS) coordinates for the source are N 63.528998 W 150.048787.

(b) Obtain material for use as riprap under Section 251 from existing stockpiles in Toklat pit.

Use stockpiles as directed by CO. Sorting and screening may be required. Approximate Global Positioning System (GPS) coordinates for the source are N 63.528998 W 150.048787.

(c) Obtain material for use as special rock embankment under Section 252 from existing stockpiles in Toklat pit. Use stockpiles as directed by CO. Gradation requirements do not apply. Approximate Global Positioning System (GPS) coordinates for the source are N

63.528998 W 150.048787.

(d) Obtain material for use as select granular backfill and granular backfill under Sections 209 and 255 from stockpiles located at the Toklat Pit. Use stockpiles as directed by CO. Do not use material containing bentonite for select granular backfill. Gradation requirements do not apply. Approximate Global Positioning System (GPS) coordinates for the source are N

63.528998 W 150.048787.

(e) Obtain material for use as crushed aggregate under Section 308 from stockpiles located at the Toklat Pit. Use stockpiles as directed by CO. Approximate Global Positioning System (GPS) coordinates for the source are N 63.528998 W 150.048787.

(f) Obtain raw material (scrape) for use in processing select borrow and aggregate surfacing under Section 311 from stockpiles located at the Toklat Pit. Do not screen off raw material.

Use stockpiles as directed by CO. Approximate Global Positioning System (GPS) coordinates for the source are N 63.528998 W 150.048787.

(g) The following applies to activities performed at Toklat Pit and Toklat Road Camp (MP 53.38).

(1) National Park Service (NPS) will provide a material stockpile to be used for processing aggregate surface course and select borrow under Section 311. NPS operations to provide materials will be ongoing during the spring and summer of 2014 and may impact operations at Toklat Pit. All Government provided raw materials will be available by July 20, 2014. Place all reject material from the aggregate surface course and select borrow processing operations at Toklat Pit at areas within the pit, as shown on the plans and as directed by the CO.

E-7

(2) There is no charge for raw materials obtained from the Toklat Pit.

(3) Do not operate any equipment at Toklat Pit between 7:00 p.m. and 7:00 a.m.

Equipment maintenance is permitted during this time as long as the equipment engines are not started. The sole exception to this prohibition is that the contractor may load material using a wheel-loader and haul material from the pit in trucks during this shut-down period.

(4) Contractor housing is allowed at Toklat Road Camp according to Subsection 107.13.

(5) See Section 637 for Contractor provided housing and field office for Government staff at Toklat Road Camp.

(h) The following applies for unsuitable or excess material disposal sites.

Haul and place unsuitable or excess suitable material from roadway excavation operations at either of the following sites as directed by the CO and according to Section 108 and Section 156.

(1) Toklat Pit, approximate GPS coordinates for the site is N 63.528998 W 150.048787.

(2) 70 Mile Pit, approximate GPS coordinates for the site is N 63.425838 W 150.429306.

(i) Store clearing and grubbing debris at Toklat. Place and shape clearing and grubbing material on top of previously shaped unsuitable material under Sections 622 and 623 as directed by the CO.

(j) Obtain raw material for use in processing reclaimed asphalt pavement under Section 311 from stockpiles located at Mile 5 Pit. Use stockpiles as directed by CO. Approximate location for the source are Easting 1797385.3697 Northing 3551599.3149°.

(k) The following applies to activities performed at Mile 5 Pit.

(1) National Park Service (NPS) will provide a material stockpile to be used for processing reclaimed asphalt pavement. Rock Creek Bridge construction may impact operations at Mile 5 Pit. The reclaimed asphalt pavement raw material stockpile includes some Portland cement concrete, soil, and rock. No work is allowed in the Mile 5 Pit until July 7, 2014. The Rock Creek Culvert contractor will vacate the southwest corner of Mile 5 Pit by July 7, 2014. All Government provided raw materials will be available by July 7, 2014. Coordinate your crushing activities to allow the NPS to occasionally work in the Pit.

(2) There is no charge for raw materials obtained from Mile 5 Pit.

(3) Contractor housing is not allowed at Mile 5 Pit.

(4) Staging and Stockpiling beyond what is necessary for crushing operations is not allowed at Mile 5 Pit.

(5) Do not operate any equipment at Mile 5 Pit between 7:00 p.m. and 7:00 a.m.

Equipment maintenance is permitted during this time as long as the equipment engines are not started.

(6) Notify CO in writing 5 days prior to beginning work at Mile 5 Pit. The CO will determine and mark the exact areas to be used in the field. The CO will determine and mark the exact areas to be used in the field.

E-8

(2) Government-provided optional sources.

Water for dust control and material compaction can be obtained from the shallow well at Toklat Pit according to Section 158. There is no charge for water obtained from this source.

Approximate Global Positioning System (GPS) coordinates for the source are N 63.528998 W 150.048787.

Add the following:

(b) Contractor-located sources. Sites outside construction limits. Activities outside the construction limits that will require ground disturbance, occupation, clearing, or other environmental impacts require the following documents before using these sites.

The requirements below do not apply to Government designated sources or commercial sources that are established, have provided material to public and private entities on a regular basis over the last two years, have appropriate State and local permits, and do not require expansion outside their currently established and permitted area.

(1) Proposed activity description. Submit a description, schedule, and location of the proposed activities for approval by the CO. Include maps of the area and other relevant information.

(2) Cultural resources. Submit written documentation satisfactory to the CO for a recommendation of either “no historic properties affected” or “no effect” according to 36 CFR 800.4(d)(1) for historic properties on or eligible for listing to the National Register of Historic Places. Provide either:

(a) Documentation showing there are no cultural resources present, and a recommendation of either “no historic properties affected” or “no effect” according to 36 CFR 800.4(d)(1).

Documents must be prepared by an individual qualified under the Secretary of the Interiors’ Standards and Guidelines for Archeology and Historic Preservation, 48 FR 44716-44740.

Documentation must be satisfactory to the State Historic Preservations Officer (SHPO) or Tribal Historic Preservations Officer (THPO) as appropriate, according to 36 CFR 800.3(c).

The CO will submit the documentation to the SHPO or THPO. Anticipate a minimum of 45 days from receipt of the documentation by the SHPO or THPO before use of the site may be approved; or

(b) Documentation showing a finding of either “no historic properties affected” or “no effect” according to 36 CFR 800.4(d)(1) has been previously obtained for the proposed activities from the State, Tribal Government or Federal Land Management Agency responsible for the land. Include attached copies of SHPO concurrence, or Memorandum of Agreement (MOA) where concurrence is not required.

(3) Species protected under the Endangered Species Act of 1973. Submit written documentation satisfactory to the CO that the proposed action will have no effect to any threatened or endangered species or their critical habitat. Provide either:

(a) A current list of all threatened or endangered species in the site of proposed activities from the U.S. Fish and Wildlife Service; and a recommendation of a “no effect” determination according to Section 7 of the Endangered Species Act prepared by a biological specialist with a minimum of 3 years of experience in Endangered Species Act compliance or other qualifications acceptable to the CO. Allow for a minimum of 45 days from submittal to the CO before use of the site may be approved; or

Pagination revised by Amendment A001

E-9

(b) Documentation showing the proposed activities have previously been determined to comply with the Endangered Species Act and this determination remains valid. This documentation must be from the State, Tribal Government or Federal Land Management Agency responsible for the land. Attach evidence of compliance, including correspondence with the U.S. Fish and Wildlife Service.

(4) Wetlands as defined by the U.S. Army Corps of Engineers’ 1987 Wetland Delineation Manual (WDM). Submit written documentation satisfactory to the CO, that the proposed action will comply with Section 404 of the Clean Water Act, Executive Order 11990, and will not affect any wetlands. Documentation must be prepared by a wetland specialist with a minimum of 3 years of experience in wetland delineation using WDM or other qualifications acceptable to the

CO.

(5) Federal lands. Before use of sites on federal lands, submit a copy of the Letter of Approval or Special Use Permit from the applicable federal agency allowing use of the site for intended purposes.

(6) Tribal, state and local approvals. Comply with applicable laws regarding the proposed activities. Submit copies of required clearances, including hazardous waste compliance, tribal, State and local permits and approvals.

Allow 12 days (in addition to other agency time requirements) for approval of documents submitted to the CO.

Weed free certification. All material sources and materials incorporated into the work must be certified to be free from noxious weeds, invasive plants, and other deleterious materials by a federal, state or local public agency. Commercial certifications may be acceptable if materials have been certified through the North American Weed Free Forage Program standard or a similarly recognized certification process approved by the CO. Submit material certifications to the CO for approval at least 5 days before their use in the work.

105.04 Storing and Handling Material. Delete the text of the second paragraph and substitute the following:

Conform to the following:

(a) The Contractor may use Toklat Pit and 70 Mile Pit for construction staging areas, for storage of materials such as culverts and temporary traffic control devices, and for equipment parking. The CO will determine and mark the exact areas to be used in the field. If used, these areas could require minor clearing and grubbing according to Section 201.

(b) Provide additional space as needed. Do not use private property for staging or storage without written permission of the owner or lessee. Furnish copies of all agreements. Comply with Subsection

105.02 with respect to any staging or storage areas. Restore all Government-provided storage sites to their original condition as directed by the CO.

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03USC04/01/13

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. 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 between 6:00 p.m. Friday and 6:00 a.m. the Tuesday of the Memorial Day and Labor Day weekends.

(b) Do not perform construction operations between 6:00 p.m. Thursday and 6:00 a.m. the Tuesday of the Independence Day weekend.

(c) Do not perform construction operations along the Denali Park Road between 6:00 a.m. on Friday, September 12, 2014 and 11:00 p.m. on Monday, September 15, 2014.

(d) Limit material processing and equipment operation at Toklat Pit according to Subsection 105.02.

(e) Pickups and light duty vehicles may access Toklat pit, Toklat Camp and Eagle’s Nest Corner at MP 67.5 beginning approximately May 15, 2014, depending on weather and road conditions. Transport of heavy equipment to the project site is restricted according to Subsection 104.05.

(f) Pickups and light duty vehicles may access Mile 5 Pit beginning approximately July 7, 2014, depending on weather and road conditions. Transport of heavy equipment to the project site is restricted according to Subsection 104.05.

(g) Beginning at Toklat Pit, Eastbound and Westbound oversized vehicles traveling between Toklat Pit and the project site are restricted along the Denali Park Road to the hours of 9:00 p.m. to 7:00 a.m. through September 12, 2014. In addition, Eastbound oversize vehicles exiting the park must be east of the Teklanika gate (MP 30) by 6:00 a.m. through September 12, 2014. Westbound oversize vehicles must be West of the Teklanika Gate (MP 30) by 7:00 a.m. through September 12, 2014. Westbound oversize vehicles may not travel West of the Teklanika gate before 10:00 p.m. through September 12, 2014. Oversized vehicles are not allowed beyond Savage Check Station (MP 15) until 9:30 p.m. Refer to Subsection 101.04 for the definition of an oversize vehicle.

(h) Limit work as provided for in Sections 105, 107, and 156.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Davis Bacon Act.

E-21

Adjacent or virtually adjacent work sites are defined to be work sites within ½ mile of the project. Application of the Davis-Bacon Act for work sites beyond ½ mile of the project will be determined by the CO.

Toklat pit and 70 Mile pit have been determined to be adjacent or virtually adjacent to the project. Davis-Bacon Wage Rates will apply.

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 in the amount specified in Table 108-1 will be assessed for each calendar day beyond the time specified in the contract until substantial completion of the work.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

(b) Days required to perform work added to the contract after substantial completion including items identified during the final inspection that were not required before that time.

(c) Delays by the Government after all work is complete and before a formal acceptance is executed.

(d) Periods of time when all work is complete but acceptance is delayed pending the plant establishment period or similar warranty period.

(e) During winter shutdown periods ordered by the CO.

Table 108-1 Charge for Liquidated Damages for Each Day

Work Is Not Substantially Completed Original Contract Price

Daily Charge From More

Than — To and Including —

$ 0 $ 1,000,000 $ 500

1,000,000 2,000,000 1,100

2,000,000 5,000,000 2,200

5,000,000 10,000,000 2,700

10,000,000 and more 3,300

E-39

Producing aggregate surface course

Plasticity Index, Gradation

Visual inspection and verification measurement

Section 703 Daily Processing Operation

24 hrs

Producing select borrow

Gradation Visual inspection and verification measurement

Section 704 “ “ “

Mixing bentonite Percent bentonite Visual inspection and verification measurement

+/-0.5 percent by mass Subsection 703.05

Bentonite Mineral grain size, mixing capability

Production Certification

Subsection 725.23 “ “ “

Producing reclaimed asphalt pavement

Gradation Visual inspection and verification measurement

Section 703 “ “ “

Section 602 Culverts and Drains

General Contiguous materials, location, length, Section 209, excavation, backfill

Visual inspection and verification measurements of culvert staking and lift thickness

See Section 209 and 152

See Table 153-2 for quality control testing

Subsection 602.03 Daily Installation 24 hrs

Laying metal pipe Metal lap joint location, coupling bands

" Subsection 602.05 " " "

Laying slotted pipe Coupling bands, backfill

" Subsection 602.07 " " "

Section 605 Underdrains, Sheet Drains, and Pavement Edge Drains

General Contiguous materials, location, Section 209, excavation, backfill, geotextiles, outlet pipe

Visual inspection see Section 209 for quality control testing

Subsection 605.03 Daily Installation End of shift

Placing underdrain Granular backfill, coupling, collector pipes, geocomposite underdrain

Visual inspection Subsection 605.04 " " 24 hrs

Section 635 Temporary Traffic Control

Temporary traffic control

See Section 156.08 for temporary traffic control inspection and reporting requirements.

F-19

Section 311. — STOCKPILED AGGREGATE

(ADDED SECTION)

Description

311.01 This work consists of crushing material from a Government-provided material source and constructing stockpiles of the processed select borrow and aggregate surface course at designated sites prepared by the Contractor.

This work also consists of processing existing stockpiles of reclaimed asphalt pavement (RAP) at MP 5 pit then constructing stockpiles of the processed RAP at designated sites prepared by the Contractor.

Material

311.02 Definitions.

(a) Waste. Unsuitable aggregate surface course and select borrow material.

311.03 Conform to the following Subsections:

Surface Course Aggregate 703.05 (a) and (d) Recycled asphalt pavement 703.19 Select Borrow 704.07 Bentonite 725.23

Construction Requirements

311.04 Production. Produce aggregate surface course and RAP as specified under Section 703.

Produce select borrow as specified in Section 704.

After a representative quantity of aggregate is produced, determine the amount (percent by mass) of bentonite to be added to the crushed surface course aggregate to meet the plasticity index requirement in Subsection 703.05.

311.05 Mixing. Incorporate the amount of bentonite required to meet the plasticity index requirement in Subsection 703.05 into the surface course aggregate as follows:

Use a stationary pugmill with weighing or metering equipment capable of accurately controlling the material entering the mixer. Interlock the metering controls for the aggregate feed with those of the bentonite to ensure uniform introduction of material into the mixer. Maintain the accuracy of the amount of bentonite added to within +/-0.5 percent by mass of the target rate determined under Subsection 311.04.

311.06 Stockpiling. Prepare existing sites as necessary to accommodate the quantity of select borrow, aggregate surface course, and RAP to be stockpiled and provide a uniform cross-section that drains.

Obtain site approval before stockpiling aggregates or select borrow. Construct the stockpiles neat and regular in shape, with sideslopes no flatter than 1.5:1. Build the stockpiles in layers not to exceed 4 feet in thickness. Construct stockpile layers by spreading materials with trucks or other approved pneumatic-tired equipment. Complete each layer before beginning subsequent layers.

F-20

Do not push aggregates or RAP into piles. Do not dump the aggregate or RAP so any part of it runs down and over the lower layers in the stockpile. Do not drop aggregates or RAP from a bucket or spout in one location to form a cone-shaped pile.

Do not stockpile aggregate or RAP where traffic runs through the piles. When operating trucks on stockpiles, use plank runways, where required, to avoid tracking dirt or other foreign matter onto the stockpiled material.

Space stockpiles far enough apart or separate stockpiles by suitable walls or partitions to prevent the mixing of the different aggregate gradations.

311.07 Waste Material. Dispose of processing waste material according to Section 105 and as directed by the CO. Aggregate surface course waste material may be combined with select borrow waste material.

311.08 Acceptance. See Table 311-1 for sampling and testing requirements.

Aggregate will be evaluated under Subsections 106.02, 106.04, and Table 311-1.

RAP will be evaluated under Subsections 106.02, 106.04, and Table 311-1.

Select borrow will be evaluated under Subsections 106.02, 106.04, and Table 311-1.

Bentonite will be evaluated under Subsection 106.03

Measurement

311.09. Measure the Section 311 items listed in the bid schedule according to Subsection 109.02 and this Subsection.

Measure stockpiled aggregate by the cubic yard in its final stockpiled position.

Measure RAP by the cubic yard in its final stockpiled position.

Measure stockpiled select borrow by the cubic yard in its final stockpiled position.

Measure bentonite by the ton.

Inform the CO one day prior to measurement of a stockpile.

Do not add to a stockpile that has been measured. Start subsequent stockpile(s) if needed.

Payment

311.09 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 311 pay items listed in the bid schedule.

Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

F-21

Table 311-1 Sampling, Testing and Acceptance Requirements

Section 311 - Stockpiled Aggregates

Type of

Acceptance (Subsection)

Material or

Product

Characteristic

Category Test Methods /

Specifications Tolerance Sampling

Frequency Point of

Sampling Split

Sample

Reporting

Time Remarks

Measured and tested for conformance (Subsection 106.04)

Surface Course Aggregate

Gradation

Fractured faces

Liquid Limit

Plasticity Index

AASHTO T 11 and

AASHTO T 27

ASTM D 5821

AASHTO T

89, Method A

& T 87

AASHTO T 90

Subsections 703.05

1 for each 1000 tons or fraction thereof

Flowing aggregate stream (bin or belt) or conveyor belt

Yes when requested

End of shift

Measured and tested for conformance

Recycled asphalt pavement

(RAP)

AASHTO T 27

Subsections 703.19

1 for each 1000 tons or fraction thereof aggregate stream (bin or belt) or conveyor belt

Yes when

Measured and tested for conformance

Select Borrow

Liquid Limit

AASHTO T27 &

AASHTO T 11

AASHTO T89,

Method A and T87

Subsection 704.07

1 per soil type but not less than 2 for each day of production aggregate stream (bin or belt) or conveyor belt, Source of material

Yes, when

G-3

Table 703 – 3B Surface Course Gradations

Sieve Size Percent by Mass Passing

Designated Sieve (AASHTO T 27 and T 11)

1 inch 100

3/4 inch 70-100

3/8 inch 50-85

No. 4 35-65

No. 8 20-50

No. 50 15-30

No. 200 8-15

Furnish a material that is free from organic matter and lumps or balls of clay. Do not use material that breaks up when alternately frozen and thawed or wetted and dried.

703.19 Recycled Asphalt Pavement Add the following:

Furnish recycled asphalt pavement that is well graded from coarse to fine, with a maximum particle size of 1” according to AASHTO T27.

VICINITY MAP

SCALE IN MILES

0 1.0 2.00.50.5

N

Park

McKinley

Strip

Landing

Campground

Lake

Horseshoe

Park Headquarters

Denali National

Hines

C re e k

N E N

A N A

R I V E R

Lynx

C r e e k

King fishe r

C re e k

Jun co

Cre ek

Iceworm Gulch

C r e e k

R o c k

PARK AND PRESERVE

DENALI NATIONAL

PARK AND PRESERVE

DENALI NATIONAL

ILANED

KRAP

DAOR

m ile s

F a irb a n k s , A

K m ile s

H e a ly , A

K m ile s

A n ch o ra g e , A

K

S K

R A

P

E G

R O

E G

NPS PMIS No. 182809A NPS Drwg. No. 184/80287

MILE 5 PIT

47 miles to Toklat pit MP 53 at MP 67.5

61.5 miles to Eagle's Nest Corner

1 Revised by Amendment 001

A.4a

STATE PROJECT

NUMBER

SHEET

AK

PRA DENA 10(34)

A

M

A u g u s t

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e n a a d .d g n

R J o h n s o

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

TYPICAL

SECTIONS PLAN & PROFILE EROSION

CONTROL

MATERIAL

SOURCES

MSE WALL AND

SPECIAL ROCK

EMBANKMENT

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANC

ES

Bid Schedule

A001 A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0050 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0110 15702-1000 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LPSM All ALL

A001 A0130 15705-1500 SOIL EROSION CONTROL, SEDIMENT

WATTLE, GOVERNMENT FURNISHED LNFT 570 450 50 1,070

A0150 15801-0000 WATERING FOR DUST CONTROL MGAL 104 104

A0170 20103-0000 CLEARING AND GRUBBING SQYD 590 10 600 Contract Quantity

A0190 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0210 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS, CRIB WALL LPSM All ALL

A0230 20401-0000 ROADWAY EXCAVATION CUYD 285 30 315 Contract Quantity

A0250 20403-0000 UNCLASSIFIED BORROW CUYD 158 10 168 Contract Quantity

A0270 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A SQYD 118 118

A0290 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A SQYD 97 10 107

A0310 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 17 3 20

A0330 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 40 5 45

A0350 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 117 10 127

A0370 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 1,228 10 1,238

A0390 30419-0000 BENTONITE TON 451 451

A0410 30801-1000 ROADWAY AGGREGATE, METHOD 1,

GOVERNMENT FURNISHED CUYD 213 10 223

A001 A0420 31102-0000 STOCKPILED AGGREGATE (RECLAIMED

ASPHALT PAVEMENT) CUYD 5,500.0 5,500.0

A0430 31102-0000 STOCKPILED AGGREGATE (SELECT BORROW) CUYD 6,500 6,500

A0450 31102-0000 STOCKPILED AGGREGATE (AGGREGATE

SURFACING) CUYD 15,250 15,250

A0470 60201-1100 42-INCH PIPE CULVERT LNFT 108 12 120

A0490 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 40 40

A0510 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 40 40

A0530 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A0550 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED,

1.5 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 08/27/13

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A ug

-2

:5

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \c ol le en .m

.s m ith \D es kt op de na

4b a_

A m en dm en t.

xl sm

]S he et

STATE PROJECT

PRA DENA 10(34) B.1AK

NUMBER

SHEET

Julee.K.McTaggart Rectangle

MATERIAL QUANTITIES

TABULATION OF

NPS PMIS No. 182809A NPS Drwg. No. 184/80287

Revised by Amendment 001

F.1

STATE PROJECT

NUMBER

SHEET

AK

PRA DENA 10(34)

P

M

A u g u s t

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e fa .d g

C h e c k e d b y

D e s ig n e d b y