AG-0116-S-12-0061-02_w_replacement_pages.pdf

Solicitation AG‐0116‐S‐12‐0061‐02 Coon Cove LTF Access Road Reconditioning p. 3 of 30

Section B Supplies or Services and Prices/Costs

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

001 Coon Cove LTF Access Road 1 JOB $________ $________ Reconditioning Base Work As described in Section C and other sections of this contract along with drawings and specifications

The below‐listed pay items are established for the purpose of progress payments under the contract clause at FAR 52.232‐5, Payments Under Fixed‐Price Construction Contracts. The sum of the pay item amounts shall not exceed the line item amount above.

PAY ITEMS

15101, Mobilization

QTY UNIT UNIT PRICE AMOUNT

1 LS $________ $________

20301, Removal of log stringer bridge

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

* 20404, Borrow excavation , placement method 1 (CQ)

QTY UNIT UNIT PRICE AMOUNT

1,300 CY $________ $________

30301, Reconditioning of roadbed, compaction A

QTY UNIT UNIT PRICE AMOUNT

4.30 MI $________ $________

55606, Bridge approach railing Type II Class A, W beam

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

57101, Prefabricated bridge superstructure— design, fabricate, deliver, and install

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

57106, Prefabricated bridge substructure— fabricate, deliver, and install

QTY UNIT UNIT PRICE AMOUNT

1 LS $________ $________

Coon Cove LTF Access Road Reconditioning p. 4 of 30

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

60201‐18, 18" corrugated metal pipe 0.064" thickness for steel or 0.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

QTY UNIT UNIT PRICE AMOUNT

344 LF $________ $________

60201‐24, 24" corrugated metal pipe 0.064" thickness for steel or 0.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

QTY UNIT UNIT PRICE AMOUNT

120 LF $________ $________

60201‐48, 48" corrugated metal pipe 0.079 thickness for steel or method (C), 2 2/3 x 1/2" corrugations 0.079 thickness for steel or method (C), 3 x 1" corrugations

QTY UNIT UNIT PRICE AMOUNT

80 LF $________ $________

* 62501, Seeding, dry method (without mulch) (CQ)

QTY UNIT UNIT PRICE AMOUNT

1.70 AC $________ $________

65101, Pit development

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

807(2), Medium Sized Crawler Excavator with Operator

8.0 HR $________ $________

* An asterisk above indicates a Contract Quantity (CQ). See FP‐03 §109.02.

Note 1: Payment for bond premiums shall not be in addition to contract price. The Contractor shall include bond premiums in pay item 15101 Mobilization.

Note 2: The quantities shown above are approximate unless designated as a contract quantity. The Contractor shall limit pay quantities to the quantities staked, ordered, or otherwise authorized before performing the work. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. No payment will be made for work performed in excess of that staked, ordered, or otherwise authorized. See FP‐03 §109.05.

Coon Cove LTF Access Road Reconditioning p. 5 of 30

101 OPTION 1 1 JOB $________ $________

On the 8334000 Road as described in Section C and other

* 20404, Borrow Excavation, Placement Method 1 (CQ)

QTY UNIT UNIT PRICE AMOUNT

3,000 CY $________ $________

60201‐36, 36" corrugated metal pipe 0.064" thickness for steel or 0.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

QTY UNIT UNIT PRICE AMOUNT

110 LF $________ $________

60201‐48, 48" corrugated metal pipe 0.064" thickness for steel or 0.060" thickness for aluminum, method (C), 2 2/3 x 1/2" corrugations

160 LF $________ $________

102 OPTION 2 1 JOB $________ $________

On the 8334000 Road as described in Section C and other

PAY ITEM

30103, Crushed Aggregate type base, grading C‐1 compaction B

1.70 MI $________ $________

Coon Cove LTF Access Road Reconditioning p. 8.1 of 30

108 OPTION 8 1 JOB $________ $________

On the 8334000 Road as described in Section C and other

* 20404, Borrow Excavation, placement method 1 (CQ)

QTY UNIT UNIT PRICE AMOUNT

500 CY $________ $________

55606, Bridge Approach Railing, Type II Class A, W beam

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

57101, Prefabricated bridge superstructure—design, fabricate, deliver, and install

QTY UNIT UNIT PRICE AMOUNT

1 EA $________ $________

57106, Prefabricated Bridge Substructure — fabricate, deliver, and install

1 LS $________ $________

Coon Cove LTF Access Road Reconditioning p. 24 of 30

Section J List of Attachments

Attachment Number of No. Title Pages 1 Wage Determination 12

AK120001 04/20/2012 AK1

2 Forest Service Supplemental Specification 81 May 14, 2012 3 Work List 2 May 24,2012 4 Drawings 15 May 23, 2012 (pp. 1-2), May 14, 2012 (pp. 3-15)

NOTE: IN COMPLIANCE WITH THE PAPER REDUCTION ACT, SECTIONS K, L, AND M,

WHICH APPLY ONLY TO THE SOLICITATION PHASE, ARE NOT DUPLICATED AFTER

CONTRACT AWARD. HOWEVER, SECTION K WILL BE INCORPORATED BY REFERENCE

INTO THE RESULTING CONTRACT.

"The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or part of an individual’s income is derived from any public assistance program. (Not all prohibited bases apply to all programs.)

Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, DC 20250-9410, or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.”

Road�No From�MP To�MP Work�Description

BASE�BID

8300000 12.571 � Existing�Rock�Pit���Small�stockpile�available�for�this� project.

8330000 0.00

Work�begins�at�the�Intersection�with�NFSR� 8300000�at�MP�15.969.��Road�was�reconditioned�in� 2011.

� 0.00 4.502 400�CY

Place��400�CY�Unclassified�Borrow�Excavation,�as� marked�by�the�Contracting�Officer

MP�0.649,�

MP�2.047,�

MP�3.645

Existing�Rock�Pits�available�for�development.��

4.500 Work�ends�at�MP�4.5.��Intersection�with�8334000

8334000 0.00 � � Work�begins�at�Intersection�with�NFSR�8330000��

MP�4.502

0.00 4.300 4.30 Begin�Roadway�reconditioning�includes�brushing,�� clean�ditches�and�catch�basins

� 0.00 4.300 400�CY

Place��400�CY�Unclassified�Borrow�Excavation,�as� marked�by�the�Contracting�Officer

344�LF

Install�ten�18"�cmp�as�marked�by�the�Contracting� Officer

120.00 Remove�four�existing�cmps,�Install�two�24"�cmp�as� marked�by�the�Contracting�officer

8�HRS

Ditchline�excavation����rock�outcrops.��Medium� Sized�Crawler�Excavator�with�operator.��As�marked� by�the�Contracting�Officer

� 3.400 1�ea.

Remove�existing�24�ft�log�stringer�bridge.��Install�60� ft�modular�bridge�w/�approach�rails.��Fish�Stream��� timing�restrictions.�

500�cy Place��500�CY�Unclassified�Borrow�Excavation,�for� bridge�approaches

0.00 4.300 Work�ends�at�the�Coon�Cove�LTF�MP�4.300

Coon�Cove�LTF�Access�Road�Reconditioning

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Solicitation AG-0116-S-12-0061 Amendment -02

Attachment 3 / Worklist May 24, 2012

p. 1 of 2

OPTION�1 � � � �

0.00 4.300 3000�CY

Place��3000�CY�Unclassified�Borrow�Excavation,�as� marked�by�the�Contracting�Officer

110�LF

Remove�two�existing�cmps,�Install�two�36"�cmp's� as�marked�by�the�Contracting�officer

160�LF

Remove�three�existing�cmps,�Install�three�48"� cmp's�as�marked�by�the�Contracting�officer

OPTION�2

8334000 0.00 1.700 1.70 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

OPTION�3

8334000 1.70 3.400 1.70 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

OPTION�4

8334000 3.40 4.300 0.90 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

OPTION�5

8330000 0.00 1.700 1.70 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

OPTION�6

8330000 1.70 3.400 1.70 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

OPTION�7

8330000 3.40 4.500 1.10 Place�6�Inch�Crushed�Aggregate�Base�Grading�C,�as� marked�by�the�Contracting�Officer.

2.923

70�ft�MBS�bridge.��Install�new�sills,�backwalls,�steel� rails,�and�approach�rails.��Fish�Stream���timing� restrictions.

OPTION�8

8334000 � 3.250 1�ea.

Remove�existing�two�36"�cmp's.��Install�60�ft� modular�bridge�w/�approach�rails.��Fish�Stream��� timing�restrictions.�

� 500�cy Place��500�CY�Unclassified�Borrow�Excavation,�for� bridge�approaches

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Solicitation AG-0116-S-12-0061 Amendment -02

Attachment 3 / Worklist May 24, 2012

p. 2 of 2