A004.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Sheet and Description

B11 B12 B13 - B18 B19 B20 B22 - B24 B25 - B28 B29 B30 B31 - B32

Grading Summary

Surfacing Summary

Drainage Summary

Surveying Summary

Erosion Control

Summary

Removals Summaries

Miscellaneous Summaries

Permanent Traffic Control

Summaries

Pavement Markings

Summaries

Temporary Traffic Control

Summaries ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING

AND GRUBBING STAKE STA 192.390 192.390

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM ALL ALL

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 48 48

A0100 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES STA 384.780 384.780

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15703-2500 SOIL EROSION CONTROL, MULCHING,

HYDRAULIC METHOD ACRE 38.9 1.1 40.0

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 19,512 488 20,000

A0220 15705-0300 SOIL EROSION CONTROL, SLOPE DRAINS LNFT 485 15 500

A0240 15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG LNFT 44,926 2,074 47,000

A0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 637 13 650

A0280 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 24 1 25

A0300 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION ENTRANCE EACH 4 4

A0320 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0340 20101-0000 CLEARING AND GRUBBING ACRE 55.6 0.4 56.0

A0360 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL ALL

A0380 20401-0000 ROADWAY EXCAVATION CUYD 342,529 17,471 360,000

A0400 20441-0000 WASTE CUYD 27,459 1,541 29,000

A0420 20701-1300 EARTHWORK GEOTEXTILE, TYPE IV-B

(WOVEN) SQYD 113,783 6,217 120,000

A0440 20703-1000 GEOGRID, UNIAXIAL (TYPE VII-A) SQYD 44,771 2,229 47,000

A0460 20703-1000 GEOGRID, UNIAXIAL (TYPE VII-B) SQYD 41,079 2,421 43,500

A0480 20802-0000 FOUNDATION FILL (REINFORCED) CUYD 470 20 490

A0500 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 31,823 1,177 33,000

A0520 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 380 20 400

A0540 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 95 5 100

A0560 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 305 15 320

A0580 25101-5000 PLACED RIPRAP, CLASS 5 CUYD 201 9 210

A0600 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 21,517 1,983 23,500

A0620 25205-0000 ROCK BUTTRESS CUYD 12,011 1,189 13,200

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

FLAP SR 36(13)CA

SHEET

NUMBER

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH6817B00004

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/24/2017

PAGE OF

PAGES

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

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

HFLCPM1700000093PR

6. PROJECT NO.

CA FLAP SR 36(13)

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:

Ryan Phillips, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 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:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

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

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

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

PROJECTS, FP-03, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 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. (hour) local time on 4/25/17 (date). 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

FAR (48 CFR) 53-236-1(e)

X

X

X

X

X

A-1 dment A004

4/28/17

Amen ryan.d.phillips Line

B I D S C H E D U L E Schedule A Account: ALL

Project No: CA FLAP SR 36(13)

Name: STATE ROUTE 36 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20441-0000 Line A0400 29,000 CUYD $ $

20701-1300 Line A0420 120,000 SQYD $ $

20703-1000 Line A0440 47,000 SQYD $ $

20703-1000 Line A0460 43,500 SQYD $ $

20802-0000 Line A0480 490 CUYD $ $

21101-1000 Line A0500 33,000 SQYD $ $

25101-2000 Line A0520 400 CUYD $ $

25101-3000 Line A0540 100 CUYD $ $

25101-4000 Line A0560 320 CUYD $ $

25101-5000 Line A0580 210 CUYD $ $

25201-0000 Line A0600 23,500 CUYD $ $

25205-0000 Line A0620 13,200 CUYD $ $

25501-1000 Line A0640 8,000 SQFT $ $

25901-0000 Line A0660 11,400 LNFT $ $

30101-0000 Line A0680 41,000 TON $ $

30501-0000 Line A0700 1,850 TON $ $

40101-5600 Line A0720 21,100 TON $ $

40105-3000 Line A0740 220 TON $ $

40301-0000 Line A0760 4,200 TON $ $

ROCK BUTTRESS

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

SOIL NAIL

WASTE

EARTHWORK GEOTEXTILE, TYPE IV-B (WOVEN)

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 2

PLACED RIPRAP, CLASS 3

PLACED RIPRAP, CLASS 4

PLACED RIPRAP, CLASS 5

SPECIAL ROCK EMBANKMENT

GEOGRID, UNIAXIAL (TYPE VII-A)

GEOGRID, UNIAXIAL (TYPE VII-B)

FOUNDATION FILL (REINFORCED)

ANTISTRIP ADDITIVE, TYPE 3

HOT ASPHALT CONCRETE PAVEMENT

AGGREGATE BASE

AGGREGATE-TOPSOIL COURSE

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

A-10 Amendment A004

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS

1:

BID DUE DATE HAS BEEN EXTENDED TO 4/28/17. SEE ATTACHED SF1442 FOR DETAILS.

PLANS

Remove and replace pages B1 and B26 with attached corresponding pages.

BID SCHEDULE

Remove and replace page A10 with attached corresponding page.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)