Amendment A003.pdf

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Attached to
CA FLAP SD SR94(1), Campo Road Federal contract opportunity
Solicitation number
6982AF19B000015
Issued by
Department of Transportation Federal Highway Administration

About this file

This document contains an amendment to a solicitation for the Campo Road project along State Route 94 near the San Diego National Wildlife Refuge in San Diego County, California. The project involves intersection and safety improvements at State Route 94 and Millar Ranch Road, including extended turn lanes, improved sight distance and geometry, centerline and shoulder rumble strips, thermoplastic pavement markings, and construction of a new parking lot. Major work elements include roadway excavation, borrow material placement, subbase, aggregate base, asphalt pavement, an ultra-thin bonded wearing course, and pavement markings. The amendment revises the bid schedule and removes and replaces pages detailing pay items, quantities, and pricing. It requires bidders to acknowledge the amendment in their response by the designated date and time to be considered.

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE l�AGE OF PAGES

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (]fapp//cable)

A003 11/19/2019 CA FLAP SD SR94-I, Campo Road

6. ISSUED BY CODE 6905001 7. ADMINISTERED BY (I/ orher rhan ITem 6) CODE I

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA A VENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: ERIC GROSSKREUZ

8. NAME AND ADDRESS OF CONTRACTOR (No., street, co11111J•, Stare and ZIP Code) (✓) 9A. AMENDMENT OF SOLICITATION NO.

6982AF 198000015

9B. DATED (SEEITEU 11)

10/23/2019

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE /TE.\! 13)

CODE I FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

[Z) The above numbered sollcllalion Is amended as set forth in Item 14. The hour and dale specified for receipt of Olfers D Is extended. [Z] 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 0* copies of the amendment; (ll) By acknoW1edging receipt of this amendment on each copy of the offer submitted; or {C) By separate letter or telegram which Includes a reference to the sollcltatlon 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 (J/rcqulred)

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: (Spcclfyaurhorlry) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER � NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as chm1gcs /11 paying qOicc, approprlar/011 date. elc.)

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 l)'}XJ of111odljlcat1011 and aurhor/1)1

E. IMPORTANT:

Contractor D is not, [Z) is required to sign this document ond return * See Item 14 Below copies to the issuing office.

"14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organl:cd by UCF s�rlon headings, l11cl11dl11g sollcltarlo11ko11n·acr subject mancnd,-rcfeaslblc.)

INVITATION FOR BID- Revised Bid Schedule

Remove pages A-11 through A-18 and replace with pages A-1I through A-I8 Amendment A003 dated 11/19/2019

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DA TE AND HOUR SPECIFIED IN THE

SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

Except as provided herein, all tenns 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 (T)pc orprllll)

·I5B. CONTRACTOR/OFFEROR

(Signahn-c of person a11/horl1ed to sign)

PREVIOUS EDITION UNUSABLE

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or pr/111)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY------,----...,...,.----,-,-----

(Slg11ana-e ofC011tract/11g O!Jlce11

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR} 53.243

A - 11

Bidder/Offeror 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 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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

Amendment A003 11/19/2019

A - 12

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.455 MILE $____________ $____________

A0030 15210-1000 CENTERLINE, STAKING

0.455 MILE $____________ $____________

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

4 EACH $____________ $____________

A0050 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

A0060 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

1.165 MILE $____________ $____________

A0070 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

1,700 LNFT $____________ $____________

A0110 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

457 LNFT $____________ $____________

A0120 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION TYPE A

6 EACH $____________ $____________

A0130 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0140 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

A - 13

A0150 20101-0000 CLEARING AND GRUBBING

2.60 ACRE $____________ $____________

A0160 20302-0700 REMOVAL OF FENCE

2,000 LNFT $____________ $____________

A0170 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

950 SQYD $____________ $____________

A0180 20303-2200 REMOVAL OF PAVEMENT, ASPHALT, 6-INCH DEPTH

900 SQYD $____________ $____________

A0190 20401-0000 ROADWAY EXCAVATION

3,400 CUYD $____________ $____________

A0200 20403-0000 UNCLASSIFIED BORROW

2,500 CUYD $____________ $____________

A0210 21201-0000 LINEAR GRADING

0.063 MILE $____________ $____________

A0220 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

34.0 CUYD $____________ $____________

A0230 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

11.2 CUYD $____________ $____________

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 (DECOMPOSED GRANITE)

645.0 TON $____________ $____________

A0250 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,430.0 TON $____________ $____________

A0260 30202-2000 ROADWAY AGGREGATE, METHOD 2 (SUBBASE)

3,600 TON $____________ $____________

A0270 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,220.0 TON $____________ $____________

A0280 40601-0000 FOG SEAL

6.5 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

A - 14

A0290 41102-1000 PRIME COAT, METHOD 1

4,000 SQYD $____________ $____________

A0300 41105-0000 BLOTTER

30.0 TON $____________ $____________

A0310 41201-0000 TACK COAT

4.5 TON $____________ $____________

A0320 41301-0000 ASPHALT PAVEMENT MILLING

6,090 SQYD $____________ $____________

A0330 42901-0000 ULTRA-THIN BONDED WEARING COURSE (1-INCH THICKNESS)

508.0 TON $____________ $____________

A0340 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

204 SQYD $____________ $____________

A0350 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL PIPE)

132 LNFT $____________ $____________

A0360 60201-0900 30-INCH PIPE CULVERT (CORRUGATED METAL PIPE)

22 LNFT $____________ $____________

A0370 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

11 EACH $____________ $____________

A0380 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A0390 60405-0000 MANHOLE ADJUSTMENT

3 EACH $____________ $____________

A0400 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

320 LNFT $____________ $____________

A0410 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

1,190 LNFT $____________ $____________

A0420 60915-1000 WHEELSTOP, CONCRETE

40 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

A - 15

A0430 61108-4000 ADJUST VALVE BOX

8 EACH $____________ $____________

A0440 61109-5000 RELOCATE WATER METER (INCLUDING VAULT)

2 EACH $____________ $____________

A0450 61501-0700 SIDEWALK, DECOMPOSED GRANITE (4-INCH DEPTH)

550 SQYD $____________ $____________

A0460 61901-0000 FENCE (SMOOTH WIRE, 5-STRAND)

1,900 LNFT $____________ $____________

A0470 61902-0000 GATE (AUTOMATED, 24-FEET)

1 EACH $____________ $____________

A0480 61904-0000 BOLLARD POST

5 EACH $____________ $____________

A0490 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A0500 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0510 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

A0520 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0530 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

40 HOUR $____________ $____________

A0540 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A0550 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

A - 16

A0560 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A0570 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

7,500 SQYD $____________ $____________

A0580 62510-2000 SEEDING, HYDRAULIC METHOD

1.55 ACRE $____________ $____________

A0590 62515-2000 MULCHING, HYDRAULIC METHOD

1.55 ACRE $____________ $____________

A0600 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN

170 EACH $____________ $____________

A0610 62643-0500 LANDSCAPE EDGING, METAL

360 LNFT $____________ $____________

A0620 63301-0000 SIGN SYSTEM

8 EACH $____________ $____________

A0630 63303-1200 SIGN, ALUMINUM PANEL, TYPE 9 SHEETING (FURNISH TYPE XI)

4 EACH $____________ $____________

A0640 63313-0000 RUMBLE STRIP (EDGE LINE)

1,260 LNFT $____________ $____________

A0650 63313-0000 RUMBLE STRIP (CENTERLINE)

1,940 LNFT $____________ $____________

A0660 63313-1000 RUMBLE STRIP, SHOULDER

2,000 LNFT $____________ $____________

A0670 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

A0680 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

18,700 LNFT $____________ $____________

A0690 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN

100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

A - 17

A0700 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE H)

15 EACH $____________ $____________

A0710 63406-0000 RAISED PAVEMENT MARKER (TYPE D)

105 EACH $____________ $____________

A0720 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

A0730 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

70 EACH $____________ $____________

A0740 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

70 EACH $____________ $____________

A0750 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

A0760 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0770 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

A0780 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

10 EACH $____________ $____________

A0790 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0800 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A0810 63502-3300 TEMPORARY TRAFFIC CONTROL, PORTABLE RUMBLE STRIP

4 EACH $____________ $____________

A003 A0815 63502-3900 (RADAR SPEEDTEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

FEEDBACK SIGN)

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

AmendmentA003

A - 18

A0820 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,300 LNFT $____________ $____________

A0830 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

9,050 LNFT $____________ $____________

A0840 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,580 LNFT $____________ $____________

A0850 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

630.00 SQFT $____________ $____________

A0860 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

900 HOUR $____________ $____________

A0870 64502-0000 LOCATE UTILITIES

15 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FLAP SD SR94(1)

Project Name:Campo Road

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