A002.pdf

aaron.sanford Typewritten Text

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6815B00031

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

11/23/2015

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

CFL15HFPM335

6. PROJECT NO.

SD FLAP CR223801 (1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

ATTN: Joe Wilson

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

CONSTRUCTION OF THIS PROJECT, IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS

7. SMALL BUSINESS SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. * Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. Denver local time on 12/30/2015 . If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

X

X

Amendment A002 December 18, 2015

E-31 SD FLAP CR223801(1) Norris Peak Road

PH0041(148) Norris Peak Road/Nemo Road SD FLAP CR297(1) La Creek NWR Access Roads

Delete Table 302-1 and substitute the following:

Table 302-1 Sampling, Testing, and Acceptance Requirements

Material or Product

(Subsection)

Type of Acceptance (Subsection)

Characteristi c

Test Methods

Specification s

Sampling Frequency

Point of Sampling Sp lit

Sa m pl e

Reporting Time Remarks

Production Crushed aggregate(1) Measured and tested for conformance

(106.04)

Moisture- Density

Gradation(2)

AASHTO

T 180, Method D (3)

AASHTO

T11 and T27

1 per aggregate supplied

1 per 500 tons

(450 metric tons)

Production output or stockpile

From the windrow or roadbed after processing.

No Before using in work

Before placing next layer

Density AASHTO T310 or other approved procedures

1 per 500 tons

(450 metric tons)

In-place after compaction

" Before placing next layer

For Method 2 compaction only

Crushed aggregate

Process control

(153.03)

Moisture content

(in-place)

Finished Product Crushed aggregate Measured and tested for conformance

(106.04)

Surface tolerance & grade

Subsection 301.06

Determined by the CO

Surface of final course

No Before placement of next layer or as requested

(1) Sampling and testing required for roadway aggregate.

(2) Use only sieves indicated for the specified gradation.

(3) Minimum of 5 points per proctor.

Section 403. — ASPHALT CONCRETE

Description

403.01 Add the following:

Asphalt binder is designated according to AASHTO M 320.

Construction Requirements

403.02 Composition of Mix (Job-Mix Formula). Add the following:

The CO may perform mix design-verification testing to confirm the mix meets the contract requirements. If verification testing is required, submit a loose mix sample to the CO 14 days prior to placement.

Table 403-1

(c) Marshall (AASHTO T 245) Compaction, number of blows each end of test specimen 75

Amendment A002 December 18, 2015

Joe.Wilson Cross-Out

Untitled

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: Joe Wilson 1:

Remove Page A-1 and replace with attached Page A-1 dated December 18, 2015.

Remove Page E-31 and replace with attached Page E-31 dated December 18, 2015.

NOTE: When printing revised sheets, turn on 'Document and Markups' in the Print Properties menu to illustrate changes on hard copy print.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN ITEM 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO SF-1442, PAGE A-2, OF THE SOLICITATION)