A003 CA YOSE 15(2) Glacier Point Road.pdf

PDF 6 MB Posted Oct 14, 2021

Attached to: CA FTNP YOSE 15(2) Glacier Point Road Federal contract opportunity
Solicitation number: 6982AF21B000032
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document is an invitation for bid (IFB) for a highway construction project located in Yosemite National Park in California. The project involves improvements and repairs to Glacier Point Road including clearing and grubbing, excavation, drainage structures, retaining walls, signage, and asphalt paving. Bids are due by October 28, 2021 and the contract is expected to be awarded by November 18, 2021. The bid schedule outlines pay items and quantities for various work items. Bidders are required to provide unit prices for each pay item and the total bid amount. The IFB also specifies requirements for surveying, quality control, testing, erosion control, and other standard construction activities. The work is to be completed by the Department of Transportation Federal Highway Administration.

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Other files for this federal contract opportunity

Other files attached to CA FTNP YOSE 15(2) Glacier Point Road, newest first.
File	Type	Posted
Tabulation of Bids - Glacier Point Road.pdf	PDF	Oct 26, 2021
Bid Opening Summary Glacier Point - 10212021.doc	DOC document	Oct 21, 2021
A004 CA YOSE 15(2) Glacier Point Road.pdf	PDF	Oct 18, 2021
Questions and Answers 10.18.2021 .docx	DOCX document	Oct 18, 2021
Interested Vendors List 10-14-2021.docx	DOCX document	Oct 14, 2021
A002 - CA FNTP YOSE 15(2) Glacier Point Road.pdf	PDF	Oct 14, 2021
A002 CA FNTP YOSE 15(2) Glacier Point Road.pdf	PDF	Oct 13, 2021
Questions and Answers 10.13.2021 (2).docx	DOCX document	Oct 13, 2021
Questions and Answers 10.13.2021.docx	DOCX document	Oct 13, 2021
Interested Vendors List 10-12-2021.docx	DOCX document	Oct 12, 2021
Interested Vendors 10-07-2021.docx	DOCX document	Oct 7, 2021
Glacier Point_Cross Sections.pdf	PDF	Oct 6, 2021
Glacier Point Road Plans with schedule.options.pdf	PDF	Sep 21, 2021
YOSE15(2)_FinalHydMemo.pdf	PDF	Sep 21, 2021
FP-14.pdf	PDF	Sep 21, 2021
A001 CA FTNP YOSE 15(2) Glacier Point Road.pdf	PDF	Sep 21, 2021
CA FTNP YOSE 15(2) Glacier Point Rd - Final Pavement Report.pdf	PDF	Sep 21, 2021
CA FTNP YOSE 15(2) Glacier Point Road - IFB.pdf	PDF	Sep 21, 2021

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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

A - 6

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 FTNP YOSE 15(2)

Project Name:Glacier Point Road

A003 10/14/2021

A - 7

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

2.196 MILE $____________ $____________

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0080 15214-3000 SURVEY AND STAKING, PARKING AREA

ALL LPSM $___LPSM_____ $____________

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

13 EACH $____________ $____________

A0120 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

4.553 MILE $____________ $____________

A0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0200 15705-0100 SOIL EROSION CONTROL, SILT FENCE

920 LNFT $____________ $____________

A0220 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

6,000 LNFT $____________ $____________

A0240 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

30 EACH $____________ $____________

A0260 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

(Contractor-furnished Lab)

A - 8

A0300 20101-0000 CLEARING AND GRUBBING

5.5 ACRE $____________ $____________

A0320 20220-1000 REMOVAL, INDIVIDUAL TREE

13 EACH $____________ $____________

A0340 20301-0700 REMOVAL OF DELINEATOR

65 EACH $____________ $____________

A0360 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A0380 20301-1400 REMOVAL OF INLET

2 EACH $____________ $____________

A0400 20301-1900 REMOVAL OF PIPE CULVERT

14 EACH $____________ $____________

A0420 20301-2100 REMOVAL OF RESTROOM FACILITY (VAULT TOILET)

1 EACH $____________ $____________

A0440 20301-2400 REMOVAL OF SIGN

23 EACH $____________ $____________

A0460 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

4,550 LNFT $____________ $____________

A0480 20302-0700 REMOVAL OF FENCE (SPLIT RAIL)

40 LNFT $____________ $____________

A0500 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

970 SQYD $____________ $____________

A0520 20401-0000 ROADWAY EXCAVATION (REINFORCED SOIL SLOPE)

19,300 CUYD $____________ $____________

A0540 20401-0000 ROADWAY EXCAVATION

10,600 CUYD $____________ $____________

A0560 20402-0000 SUBEXCAVATION

600 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 9

A0580 20441-0000 WASTE

4,500 CUYD $____________ $____________

A0600 20465-0000 CONSERVE AND PLACE BOULDER

25 EACH $____________ $____________

A0620 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2

31,000 SQYD $____________ $____________

A0640 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT D)

100 SQYD $____________ $____________

A0660 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT B)

175 SQYD $____________ $____________

A0680 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

36.0 CUYD $____________ $____________

A0700 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

15.0 CUYD $____________ $____________

A0720 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

A0740 25205-1000 ROCK BUTTRESS, MECHANICALLY-PLACED

15 CUYD $____________ $____________

A0760 25210-0000 ROCKERY

5,900 SQFT $____________ $____________

A0780 30201-2000 ROADWAY AGGREGATE, METHOD 2 (RECYCLED ASPHALT)

4,062 CUYD $____________ $____________

A0800 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,300.0 TON $____________ $____________

A0820 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

12,600 SQYD $____________ $____________

A0840 31303-0000 AGGREGATE-TOPSOIL COURSE

295 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 10

A0880 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

6,700 TON $____________ $____________

A0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

65 TON $____________ $____________

A0940 40601-0000 FOG SEAL

17 TON $____________ $____________

A0960 41102-1000 PRIME COAT, METHOD 1

40,000 SQYD $____________ $____________

A0980 41105-0000 BLOTTER

440 TON $____________ $____________

A1000 41201-0000 TACK COAT

17 TON $____________ $____________

A1020 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

750 SQYD $____________ $____________

A1040 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

90 LNFT $____________ $____________

A1060 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

190 LNFT $____________ $____________

A1080 60201-0900 30-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

35 LNFT $____________ $____________

A1100 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

175 LNFT $____________ $____________

A1120 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

105 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 11

A1140 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

32 LNFT $____________ $____________

A1160 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

A1180 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

3 EACH $____________ $____________

A1200 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

A1220 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

3 EACH $____________ $____________

A1240 60403-0000 INLET (CALTRANS TYPE G1)

2 EACH $____________ $____________

A1260 60403-0000 INLET (CALTRANS TYPE G0)

4 EACH $____________ $____________

A1280 60404-1000 CATCH BASIN, FLH TYPE 1

1 EACH $____________ $____________

A1300 60409-0000 INLET TOP, METAL FRAME AND GRATE

6 EACH $____________ $____________

A1320 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

90 LNFT $____________ $____________

A1340 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

A1360 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

6,150 LNFT $____________ $____________

A1380 60902-1200 CURB AND GUTTER, CONCRETE, 14-INCH DEPTH

5,535 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 12

A1400 60908-1000 PAVED DITCH, ASPHALT

1,450 SQYD $____________ $____________

A1420 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

1,400 SQYD $____________ $____________

A1440 61505-1000 ACCESSIBILITY RAMP, CONCRETE

5 EACH $____________ $____________

A1460 61509-0000 DETECTABLE WARNING PANELS

5 SQYD $____________ $____________

A1480 61901-2300 FENCE, SPLIT RAIL

820 LNFT $____________ $____________

A1500 61902-0900 GATE, METAL

1 EACH $____________ $____________

A1520 61921-1000 REMOVE AND RESET FENCE (SPLIT RAIL)

320 LNFT $____________ $____________

A1540 62002-0000 STONE MASONRY

2 SQYD $____________ $____________

A1560 62010-7000 STONE MASONRY PARAPET

290 LNFT $____________ $____________

A1580 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A1600 62011-0600 STONE MASONRY HEADWALL FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1620 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

5 EACH $____________ $____________

A1640 62011-1800 STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A1660 62013-2000 STONE MASONRY WALL

400 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 13

A1680 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

A1700 62030-0000 REPOINT STONE MASONRY

200 LNFT $____________ $____________

A1720 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1740 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

A1760 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1780 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A1800 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1820 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A003 A1830 62302-0000 SPECIAL LABOR (NATIVE AMERICAN MONITOR)

800 HOUR $____________ $____________

A1840 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A1860 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1880 62407-0000 PLACING CONSERVED TOPSOIL

1,900 CUYD $____________ $____________

A1900 62510-2000 SEEDING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 14

A1920 62515-2000 MULCHING, HYDRAULIC METHOD

6.0 ACRE $____________ $____________

A1940 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

4,405 SQYD $____________ $____________

A1960 63301-0000 SIGN SYSTEM

40 EACH $____________ $____________

A1980 63308-2000 OBJECT MARKER, TYPE 2

60 EACH $____________ $____________

A2000 63309-1000 DELINEATOR, TYPE SNOW POLE

119 EACH $____________ $____________

A2020 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

A2040 63319-0000 POST SLEEVE

4 EACH $____________ $____________

A2060 63326-0000 MUMBLE STRIP (CENTERLINE)

1.8 MILE $____________ $____________

A2080 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

18.000 MILE $____________ $____________

A2100 63405-0050 PAVEMENT MARKINGS, SYMBOLS

40 EACH $____________ $____________

A2120 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

1 EACH $____________ $____________

A2140 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

A2160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A2180 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

A - 15

A2200 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

30 LNFT $____________ $____________

A2220 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

400 LNFT $____________ $____________

A2240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

266 SQFT $____________ $____________

A2260 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

0.644 MILE $____________ $____________

A2280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

100 HOUR $____________ $____________

A2300 64603-1000 FIXTURE, VAULT TOILET (2-SEAT, PRECAST)

2 EACH $____________ $____________

A2320 64603-2100 FIXTURE, STAIRWAY

2 EACH $____________ $____________

A2340 64620-0000 REMOVE AND RESET (BEAR BOX)

3 EACH $____________ $____________

A2360 64620-0600 REMOVE AND RESET TRASH RECEPTACLE

10 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A003 10/14/2021

BID ALTERNATE ITEM -- SEE PAGE A-4

A0160 15401- 0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Bid Item Alternative: Government Furnished Lab)

A - 16

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

7.747 MILE $____________ $____________

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

18 EACH $____________ $____________

X0080 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.561 MILE $____________ $____________

X0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

530 LNFT $____________ $____________

X0180 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

65 EACH $____________ $____________

X0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0220 20201-0000 SELECTIVE CLEARING (FLUSH CUT AND PRUNING)

10.7 ACRE $____________ $____________

X0240 20220-1000 REMOVAL, INDIVIDUAL TREE

31 EACH $____________ $____________

X0260 20301-0700 REMOVAL OF DELINEATOR

140 EACH $____________ $____________

X0280 20301-1800 REMOVAL OF MONUMENT (SURVEY MARKER)

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A - 17

X0300 20301-1900 REMOVAL OF PIPE CULVERT

15 EACH $____________ $____________

X0320 20301-2400 REMOVAL OF SIGN

16 EACH $____________ $____________

X0340 20402-0000 SUBEXCAVATION

2,400 CUYD $____________ $____________

X0360 20465-0000 CONSERVE AND PLACE BOULDER

10 EACH $____________ $____________

X0380 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT A)

250 SQYD $____________ $____________

X0400 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT B)

125 SQYD $____________ $____________

X0420 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT E)

300 SQYD $____________ $____________

X0440 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT D)

450 SQYD $____________ $____________

X0460 21101-1000 ROADWAY OBLITERATION, METHOD 1 (TREATMENT C)

700 SQYD $____________ $____________

X0480 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

119.8 CUYD $____________ $____________

X0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

85 CUYD $____________ $____________

X0520 30202-2000 ROADWAY AGGREGATE, METHOD 2

5,500 TON $____________ $____________

X0540 30301-3000 SHOULDER AND DITCH RECONDITIONING

8.590 MILE $____________ $____________

X0560 30303-2000 AGGREGATE SURFACE RECONDITIONING

1,350 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 18

X0580 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

5.152 MILE $____________ $____________

X0600 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

3.485 MILE $____________ $____________

X0620 31303-0000 AGGREGATE-TOPSOIL COURSE

1,240 CUYD $____________ $____________

X0660 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

20,800 TON $____________ $____________

X0680 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

205 TON $____________ $____________

X0720 40601-0000 FOG SEAL

55 TON $____________ $____________

X0740 41102-1000 PRIME COAT, METHOD 1

125,000 SQYD $____________ $____________

X0760 41105-0000 BLOTTER

760 TON $____________ $____________

X0780 41201-0000 TACK COAT

55 TON $____________ $____________

X0800 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH

340 SQYD $____________ $____________

X0820 60201-0600 18-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

60 LNFT $____________ $____________

X0840 60201-0800 24-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

235 LNFT $____________ $____________

X0860 60201-1000 36-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

85 LNFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 19

X0880 60201-1100 42-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

80 LNFT $____________ $____________

X0900 60201-1300 54-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

160 LNFT $____________ $____________

X0920 60201-1400 60-INCH PIPE CULVERT (CORRUGATED METAL, PIPE, POLYMERIC COATED)

40 LNFT $____________ $____________

X0940 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

115 LNFT $____________ $____________

X0960 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

100 LNFT $____________ $____________

X0980 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(CORRUGATED METAL, PIPE, POLYMERIC COATED)

80 LNFT $____________ $____________

X1000 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (POLYMERIC COATED)

4 EACH $____________ $____________

X1020 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (POLYMERIC COATED)

8 EACH $____________ $____________

X1040 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

X1060 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (POLYMERIC COATED)

1 EACH $____________ $____________

X1080 60210-1400 END SECTION FOR 60-INCH PIPE CULVERT (POLYMERIC COATED)

1 EACH $____________ $____________

X1100 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 20

X1120 60211-0900 END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (POLYMERIC COATED)

2 EACH $____________ $____________

X1140 60403-0000 INLET (CALTRANS TYPE G1)

1 EACH $____________ $____________

X1160 60403-0000 INLET (CALTRANS TYPE G0)

5 EACH $____________ $____________

X1180 60409-0000 INLET TOP, METAL FRAME AND GRATE

6 EACH $____________ $____________

X1200 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM

3,435 LNFT $____________ $____________

X1220 60704-0000 CLEANING CULVERT IN PLACE

9 EACH $____________ $____________

X1240 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

15,800 LNFT $____________ $____________

X1260 60908-1000 PAVED DITCH, ASPHALT

2,550 SQYD $____________ $____________

X1280 61501-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE

15 SQYD $____________ $____________

X1300 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

5 EACH $____________ $____________

X1320 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

X1340 62011-0800 STONE MASONRY HEADWALL FOR 42-INCH PIPE CULVERT

1 EACH $____________ $____________

X1360 62011-1100 STONE MASONRY HEADWALL FOR 60-INCH PIPE CULVERT

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 21

X1380 62011-1800 STONE MASONRY HEADWALL FOR DOUBLE 24-INCH PIPE CULVERT

1 EACH $____________ $____________

X1400 62011-1900 STONE MASONRY HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT

1 EACH $____________ $____________

X1420 62011-2000 STONE MASONRY HEADWALL FOR DOUBLE 36-INCH PIPE CULVERT

2 EACH $____________ $____________

X1440 62011-2300 STONE MASONRY HEADWALL FOR DOUBLE 54-INCH PIPE CULVERT

2 EACH $____________ $____________

X1460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X1480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

X1500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

X1520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

X1540 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

X1560 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A003 X1570 62302-0000 SPECIAL LABOR (NATIVE AMERICAN MONITOR)

600 HOUR $____________ $____________

X1580 62302-0100 SPECIAL LABOR, SLOPE SCALING

48 HOUR $____________ $____________

X1600 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 22

X1620 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

X1640 62407-0000 PLACING CONSERVED TOPSOIL

6,150 CUYD $____________ $____________

X1660 62510-2000 SEEDING, HYDRAULIC METHOD

12.0 ACRE $____________ $____________

X1680 62515-2000 MULCHING, HYDRAULIC METHOD

12.0 ACRE $____________ $____________

X1700 63301-0000 SIGN SYSTEM

19 EACH $____________ $____________

X1720 63308-2000 OBJECT MARKER, TYPE 2

190 EACH $____________ $____________

X1740 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

X1760 63309-1000 DELINEATOR, TYPE SNOW POLE

381 EACH $____________ $____________

X1780 63316-1000 REMOVE AND RESET SIGN

15 EACH $____________ $____________

X1800 63319-0000 POST SLEEVE

7 EACH $____________ $____________

X1820 63326-0000 MUMBLE STRIP (CENTERLINE)

8.7 MILE $____________ $____________

X1840 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

65.500 MILE $____________ $____________

X1860 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

3.900 MILE $____________ $____________

X1880 63405-0050 PAVEMENT MARKINGS, SYMBOLS

3 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 23

X1900 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

X1920 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

130 EACH $____________ $____________

X1940 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

130 EACH $____________ $____________

X1960 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

100 LNFT $____________ $____________

X1980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

172 SQFT $____________ $____________

X2000 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

35.0 MILE $____________ $____________

X2020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,000 HOUR $____________ $____________

X2040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,200 HOUR $____________ $____________

X2060 63602-7000 SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

4 EACH $____________ $____________

X2080 64620-0000 REMOVE AND RESET (BEAR BOX)

3 EACH $____________ $____________

X2100 64704-1000 MITIGATION, STREAMBED MATERIAL

18 CUYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A003 10/14/2021

X0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

BID ALTERNATE ITEM - SEE PAGE A-4

A - 24

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

5.060 MILE $____________ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y0140 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

1.3 CUYD $____________ $____________

Y0160 41001-2000 SLURRY SEAL, TYPE 2 (FILL RUMBLE STRIPS)

1,275 SQYD $____________ $____________

Y0180 41402-2000 CRACKS, CLEANING AND SEALING

5.0 MILE $____________ $____________

Y0200 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

410 SQYD $____________ $____________

Y0220 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

1,101 SQYD $____________ $____________

Y0240 42901-0000 ULTRA-THIN BONDED WEARING COURSE

4,000 TON $____________ $____________

Y0260 42905-0000 POLYMER MODIFIED EMULSION MEMBRANE

80 TON $____________ $____________

Y0280 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

405 LNFT $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A - 25

Y0300 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0320 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

10 HOUR $____________ $____________

Y0340 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

10 HOUR $____________ $____________

Y0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

Y0380 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Y0400 62301-0000 GENERAL LABOR

25 HOUR $____________ $____________

Y0420 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

Y0440 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y0460 63301-0000 SIGN SYSTEM

1 EACH $____________ $____________

Y0480 63326-0000 MUMBLE STRIP (CENTERLINE)

5.06 MILE $____________ $____________

Y0500 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

41.000 MILE $____________ $____________

Y0520 63405-0050 PAVEMENT MARKINGS, SYMBOLS

3 EACH $____________ $____________

Y0540 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

A - 26

Y0560 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

Y0580 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

130 EACH $____________ $____________

Y0600 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

130 EACH $____________ $____________

Y0620 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

172 SQFT $____________ $____________

Y0640 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

20.4 MILE $____________ $____________

Y0660 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

100 HOUR $____________ $____________

Y0680 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

80 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CA FTNP YOSE 15(2)

Project Name:Glacier Point Road

A003 10/14/2021

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

BID ALTERNATE ITEM - SEE PAGE A-4

A - 27

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base

Schedule X - Option

Schedule Y - Option

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CA FTNP YOSE 15(2)

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