Amendment A003.pdf
PDF 315 KB Posted
- Attached to
- CA FLAP SD SR94(1), Campo Road Federal contract opportunity
- Solicitation number
- 6982AF19B000015
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.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Campo Road Bid Opening Summary.pdf | ||
| CA FLAP SD SR94(1), Campo Road Bid Opening Summary One Schedule.pdf | ||
| Amendment A004.pdf | ||
| Amendment A002.pdf | ||
| CA FLAP SD SR94(1), Campo Road Questions and Answers during Advertisement .pdf | ||
| Amendment_A001.pdf | ||
| CA_FLAP_SD_SR94-1,_Campo_Road_.pdf | ||
| Campo_Road_-_Final_Pavement_Design_Report.pdf | ||
| 06_CA_FLAP_SD_SR_94(1)_Drainage_Report_with_Append.pdf | ||
| Plans_CA_FLAP_SD_SR_94(1)_09-30-19.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
File details come from the government source that posted it. Updated .