A003 Buffalo Crossing.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A0240 20420-0000 EMBANKMENT CONSTRUCTION

7,000 CUYD $____________ $____________

A0260 20801-0000 STRUCTURE EXCAVATION

50 CUYD $____________ $____________

A0280 20803-0000 STRUCTURAL BACKFILL

50 CUYD $____________ $____________

A0300 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A0320 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5

200 CUYD $____________ $____________

A0340 25301-2000 GABIONS, POLYVINYL CHLORIDE COATED

460 SQFT $____________ $____________

A0360 30202-2000 ROADWAY AGGREGATE, METHOD 2

1,600 TON $____________ $____________

A0380 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

235 TON $____________ $____________

A0400 41201-0000 TACK COAT

0.06 TON $____________ $____________

A0420 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

62 CUYD $____________ $____________

A0440 55401-1000 REINFORCING STEEL

5,900 LB $____________ $____________

A0460 55504-0000 PRE-FABRICATED STEEL BRIDGE (24'x98')

ALL LPSM $___LPSM_____ $____________

A0480 56501-0300 DRILLED SHAFT, 30-INCH DIAMETER

114 LNFT $____________ $____________

A0500 60201-0800 24-INCH PIPE CULVERT

90 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FS 24(1)

Project Name:Buffalo Crossing Bridge

A-8 A003 03/01/2023

Sheet and Description

B3 B4 B5-B6 S2 Grading and Surfacing Summary

Temporary Traffic Control

Misc.

Summaries S Sheets Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE MILE 0.182 0.018 0.200

A0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM All ALL

A0080 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES MILE 0.275 0.025 0.300

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 285 115 400

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 185 115 300

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.678 0.072 0.750

A0220 20304-1000 REMOVAL OF STRUCTURES AND See Section 203 of

OBSTRUCTIONS LPSM ALL the SCRs.

A0240 20420-0000 EMBANKMENT CONSTRUCTION CUYD 6,580 420 7,000

A0260 20801-0000 STRUCTURE EXCAVATION CUYD 50 50 Contract Quantity

A0280 20803-0000 STRUCTURAL BACKFILL CUYD 50 50 Contract Quantity

A0300 20820-0000 DEWATERING LPSM ALL

A0320 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 200 200

A0340 25301-2000 GABIONS, POLYVINYL CHLORIDE

COATED SQFT 414 46 460

A0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,433 167 1,600

A0380 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 214 21 235

A0400 41201-0000 TACK COAT TON 0.05 0.01 0.06

A0420 55201-0200 STRUCTURAL CONCRETE, CLASS A Contract Quantity

(AE) CUYD 62 62

A0440 55401-1000 REINFORCING STEEL LB 5,900 5,900 Contract Quantity

A0460 55504-0000 PRE-FABRICATED STEEL BRIDGE

(24'x98') LPSM All ALL

A0480 56501-0300 DRILLED SHAFT, 30-INCH

DIAMETER LNFT 114 114

A0500 60201-0800 24-INCH PIPE CULVERT LNFT 77 13 90

A0520 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 2 2

A0540 61701-1350 GUARDRAIL SYSTEM G4, TYPE 2,

CLASS B STEEL POSTS LNFT 7.8 4.2 12.0

MileStone: 100% EE Date Completed: 03/01/23 Report Date: 03/01/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 1-

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-2

:3

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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AZ

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STATE PROJECT

B1AZ FS 24(1)

Buffalo Crossing BridgeAZ

SHEET

NUMBER

A003 03/01/2023

Erin.Jessee (design) Triangle

Erin.Jessee (design) Text Box

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Erin.Jessee (design) Text Box

Erin.Jessee (design) Text Box AMENDMENT 003: Quantities updated for 30202-2000, 40301-0100, and 41201-0000. See Sheet B3 Surfacing Summary Table.

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3 AMENDMENT 003: Updated Surfacing Summary Spreadsheet with corrected quantities for all 3 bid items. Summary of Quantities updated to reflect new quantities.

A003 03/01/2023

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JOSEPHINE HELMS

Replace bid schedule page A-8 with attached corresponding page.

Replace plan B1 and B3 pages with attached corresponding pages.

*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.)