Amendment A001.pdf

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

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 2/2/2022 N/A See Block 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056721R000007

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 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 (If required)

N/A

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 (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

CA NPS PP SEKI 2018(3) and CA NPS PP SEKI 2020(1),Pavement Preservation SEKI Phase I and Pavement Preservation SEKI Phase II

See page 2

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.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 2/2/2022 Project No: CA PP SEKI 2018(3) & CA NPS PP SEKI 2020(1) Solicitation No. 69056721R000007 Project Name: Pavement Preservation SEKI Phase I &II

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-7 through A-13. Revises Bid Schedule A, Base, Quantities for Asphalt Concrete Patch, Type 1 and Type 2.

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-31. Revises FAR Clauses 52.217-7, Option for Increased Quantity –Separately Priced Line Item (Mar 1989), option exercise date from May 1, 2022 to July 15, 2022.

PLANS

Plan sheet #B.1-B.2 Revises Asphalt Concrete Patch Type 1 and Type 2 quantities.

Plan sheet #D.1 Revises Surfacing Tabulation Sheet - Base route number 0010 Asphaltic Pavement Patch Type 1 and Type 2 Quantities.

Plan Sheet #D.9 Revises Surface Tabulation Sheet – Base totals for Asphalt

Concrete Patch Type 1 and Type 2

ENCLOSURES

Pages:

A-7 through A-13 C-31

Plan Sheets:

B.1 - B.2 D.1 D.9

Notice to Bidders: Please submit revised pages A-7 through A-13 with your bid.

A - 7

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 NPS PP SEKI 2018(3) & CA NPS PP SEKI 2020(1)

Project Name:Pavement Preservation SEKI Phase I & II Revised by Amendment A001

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

710.0 TON $____________ $____________

A0120 40601-0000 FOG SEAL

18.0 TON $____________ $____________

A0140 40712-0000 BLOTTER

80 TON $____________ $____________

A0160 40901-2000 MICRO SURFACING, TYPE 2

730,000 SQYD $____________ $____________

A0180 40901-3000 MICRO SURFACING, TYPE 3

417,000 SQYD $____________ $____________

A0200 41201-0000 TACK COAT

3.5 TON $____________ $____________

A0220 41401-3000 CRACKS, CLEANING AND FILLING

1,115 LNFT $____________ $____________

A0240 41402-2000 CRACKS, CLEANING AND SEALING

69.00 MILE $____________ $____________

A001 A0260 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

405 SQYD $____________ $____________

A001 A0280 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

14,400 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0300 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A0320 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

A0340 62201-2360 VACUUM SWEEPER

160 HOUR $____________ $____________

A0360 62301-0000 GENERAL LABOR

160 HOUR $____________ $____________

A0380 63315-0000 RUMBLE STRIP

22 SQYD $____________ $____________

A0400 63326-0000 MUMBLE STRIP

6.30 MILE $____________ $____________

A0420 63401-0000 PAVEMENT MARKINGS (TYPE B)

2,500,000 LNFT $____________ $____________

A0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

350 EACH $____________ $____________

A0460 63406-0000 RAISED PAVEMENT MARKER

440 EACH $____________ $____________

A0480 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

A0500 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

6 EACH $____________ $____________

A0520 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

250,000 LNFT $____________ $____________

A0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

14,000 HOUR $____________ $____________

A0580 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

330 HOUR $____________ $____________

A0600 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

192 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0100 40712-0000 BLOTTER

40 TON $____________ $____________

X0120 40901-2000 MICRO SURFACING, TYPE 2

90,000 SQYD $____________ $____________

X0140 41401-3000 CRACKS, CLEANING AND FILLING

52 LNFT $____________ $____________

X0160 41402-2000 CRACKS, CLEANING AND SEALING

7.50 MILE $____________ $____________

X0180 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

2,000 SQYD $____________ $____________

X0200 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0220 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

20 HOUR $____________ $____________

X0240 62201-2360 VACUUM SWEEPER

40 HOUR $____________ $____________

X0260 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

A - 12

X0280 63401-0000 PAVEMENT MARKINGS (TYPE B)

116,000 LNFT $____________ $____________

X0300 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

85 EACH $____________ $____________

X0320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

X0340 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

10,000 LNFT $____________ $____________

X0360 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

100 SQFT $____________ $____________

X0380 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,200 HOUR $____________ $____________

X0400 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

25 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

A - 13

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 8 through A-10)

Schedule X - Option(A - 11 through A-12)

Total - Schedules A + Schedule X

Submitted By: ________________________________

Bid Schedule

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, O=Colorado, C=US Date: 2022.02.01 09:13:48-07'00'

Revised by Amendment A001

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, O=Colorado, C=US Date: 2022.02.01 09:13:23-07'00'

Contract Clauses CA NPS PP SEKI 2018(3) and CA NPS PP SEKI 2020(1), Pavement Preservation SEKI Phase I and Pavement Preservation SEKI Phase II

C - 31

52.217-7 Option for Increased Quantity--Separately Priced Line Item (Mar 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor not later than May 1, 2022 July 15, 2022. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

52.219-8 Utilization of Small Business Concerns (Oct 2018)

(a) Definitions. As used in this contract-- “HUBZone small business concern” means a small business concern, certified by the Small Business

Administration, that appears on the List of Qualified HUBZone Small Business Concerns maintained by the Small Business Administration.

“Service-disabled veteran-owned small business concern”—

(1) Means a small business concern—

(i) Not less than 51 percent of which is owned by one or more service-disabled veterans or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more service-disabled veterans; and

(ii) The management and daily business operations of which are controlled by one or more service-disabled veterans or, in the case of a service-disabled veteran with permanent and severe disability, the spouse or permanent caregiver of such veteran.

(2) Service-disabled veteran means a veteran, as defined in 38 U.S.C. 101(2), with a disability that is service-connected, as defined in 38 U.S.C. 101(16).

“Small business concern” means a small business as defined pursuant to Section 3 of the Small Business Act and relevant regulations promulgated pursuant thereto.

“Small disadvantaged business concern”, consistent with 13 CFR 124.1002, means a small business concern under the size standard applicable to the acquisition, that—

(1) Is at least 51 percent unconditionally and directly owned (as defined at 13 CFR 124.105) by—

(i) One or more socially disadvantaged (as defined at 13 CFR 124.103) and economically disadvantaged (as defined at 13 CFR 124.104) individuals who are citizens of the United States; and

(ii) Each individual claiming economic disadvantage has a net worth not exceeding $750,000 after taking into account the applicable exclusions set forth at 13 CFR 124.104(c)(2); and

(2) The management and daily business operations of which are controlled (as defined at 13.CFR

124.106) by individuals, who meet the criteria in paragraphs (1)(i) and (ii) of this definition.

“Veteran-owned small business concern” means a small business concern—

(1) Not less than 51 percent of which is owned by one or more veterans (as defined at 38 U.S.C.

101(2)) or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more veterans; and

(2) The management and daily business operations of which are controlled by one or more veterans.

“Women-owned small business concern” means a small business concern—

(1) That is at least 51 percent owned by one or more women, or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more women; and

(2) Whose management and daily business operations are controlled by one or more women.

(b) It is the policy of the United States that small business concerns, veteran-owned small business concerns, service-disabled veteran-owned small business concerns, HUBZone small business concerns, 40301-0100 40601-

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0010 Generals Highway Historic 73857 44.70 45.88 6,230 23.3 16,129 173

0010 (1) Pullout 73857 178

0011 Cedar Grove Road 73850 0.00 7.58 40,022 23.9 106,281 7.58 676

0011 (1) Approach, (12) Pullouts 73850 6,789 0.53

0015 Grant Grove Road 73052 0.00 4.70 24,816 26.5 73,069 1,410

0015 (7) Pullouts 73052 1,851

0205 North Side Road 73056 0.00 1.56 8,237 18.0 16,474 0.50 32

0205 (1) Pullout 73056 133

0206AZ Sheep Creek Campground Road A 73059 0.00 0.49 2,587 11.8 3,392 0.49 95

0206AZ (111) Slips 73059 4,440 0.34

0206BZ Sheep Creek Campground Road B 73059 0.00 0.47 2,482 13.8 3,806 0.47 70

0206CZ Sheep Creek Campground Road C 73059 0.00 0.07 370 14.7 604 0.07 15

0206DZ Sheep Creek Campground Road D 73059 0.00 0.08 422 12.1 567 0.08 30

0206EZ Sheep Creek Campground Road E 73059 0.00 0.11 581 11.6 749 0.11 25

0206FZ Sheep Creek Campground Road F 73059 0.00 0.14 739 13.8 1,133 0.14 108

0206GZ Sheep Creek Campground Road G 73059 0.00 0.09 475 10.2 538 0.09 18

0207AZ Sentinel Campground Road A 73060 0.00 0.60 3,168 11.8 4,154 0.60 356

0207AZ (83) Slips 73060 3,320 0.26

0207BZ Sentinel Campground Road B 73060 0.00 0.22 1,162 11.6 1,498 0.22 44

0207CZ Sentinel Campground Road C 73060 0.00 0.12 634 9.5 669 11

0207DZ Sentinel Campground Road D 73060 0.00 0.12 634 8.8 620 51

0207EZ Sentinel Campground Road E 73060 0.00 0.10 528 8.4 493 0.10 5

0209AZ Moraine Campground Road A 73063 0.00 0.61 3,221 13.2 4,724 0.61 56

0209AZ (68) Slips 73063 2,720 0.21

0209BZ Moraine Campground Road B 73063 0.00 0.10 528 11.7 686 0.10

0209CZ Moraine Campground Road C 73063 0.00 0.16 845 12.1 1,136 0.16 14

0209DZ Moraine Campground Road D 73063 0.00 0.37 1,954 12.6 2,736 0.37 40

0209EZ Moraine Campground Road E 73063 0.00 0.12 634 10.8 761 0.12 5

0209FZ Moraine Campground Road F 73063 0.00 0.13 686 11.7 892 0.13

0212 Grant Tree Road 73065 0.00 0.77 4,066 26.6 12,017 0.77 77

0212 (1) Pullout 73065 667 0.05

0216AZ Azalea Campground Road A 73066 0.00 0.27 1,426 16.9 2,678 0.27 153

0216AZ (15) Slips 73066 1,000 0.08

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]KICARoad 1

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FOG

SEAL

TACK COAT

0 0

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

MICRO

SURFACING,

TYPE 3

Slips cover all campground roads

Slips cover all campground roads

PROJECT

SHEET

NO.

CA D.1

SURFACING TABULATION SHEET - BASE

STATE

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

MICRO

SURFACING,

TYPE 2

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T H

Slips cover all campground roads

Treat only MP 44.70 to MP 45.88. Do not treat concrete bridge decks

Treat asphalt covered bridge deck

Crack sealing MP 1.10 to MP 1.60; treat asphalt covered bridge deck

Material Application Rates and Weights Used for Estimating Purposes

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

3,464260,775 16,129 0 14.45 0

TABULATION OF

SURFACING QUANTITIES

SHEET TOTAL

NPS PMIS No. 257275

39,960

1,600

61,100

16,660

3/23/21 9:53 AM

1,200

29,880

24,480

Treat the road and loop starting at the gate

6,000

KINGS CANYON NATIONAL PARK

9,000

Revised by Amendment A0011

1,173

4,464

40301-0100 40601-

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0952BZ Dorst Campground Parking B 133

0952CZ Dorst Campground Parking C 207

0952DZ Dorst Campground Dump Parking 437

0952EZ Dorst Campground Parking E 303 0.02

0952FZ Dorst Campground Parking F 918

0952GZ Dorst Campground Amphitheater Parking 2,429

0952HZ Dorst Campground Group Parking H 1,415 33

0952JZ Dorst Campground Group Parking I 1,193

Ash Mountain Recreation Hall Parking 1,852

0953Z Lodgepole Visitor Center Rear Parking 73943 574 0.04

Alta 0.00 0.57 3,010 8.0 1.7

Beetle Rock 0.00 0.35 1,848 8.0 1.1

Big Trees 0.00 0.59 3,115 8.0 1.8

Congress 0.00 1.49 7,867 8.0 4.5

Generals Hwy Parking Access 0.00 0.04 211 8.0 0.1

Giant Forest - Local 0.00 0.20 1,056 8.0 0.6

Museum Access Paths 0.00 0.48 2,534 8.0 1.5

Public Toilet Access 0.00 0.01 53 8.0 0.0

Round Meadow 0.00 0.12 634 8.0 0.4

Sherman Tree 0.00 1.36 7,181 8.0 4.1

Sunset Rock 0.00 0.09 475 8.0 0.3

2.00 200

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 5

PROJECT

SHEET

NO.

CA D.9

SURFACING TABULATION SHEET - BASE

STATE

1,201

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

FOG

SEAL

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

21,860

12,737

10,737

3,936

2,727

8,265

16,670

5,167

0 200TRAILS SUBTOTAL 0 16.1 0 0

960 65.67 183 11,975BASE TOTAL 674.6 17.2 693,538 392,300 2.9

0.0SHEET TOTAL 0 16.1 9,461 0

For all trails in the vicinity of the museum and

General Sherman Tree as directed by CO

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

Note: Protect curbs, inlets, manhole covers, stone walls, concrete stone swales, valves, asphalt curb and gutter, trees, stone cubs, wheel stops, grates, concrete bridges, concrete vaults, cattle guards, paved ditches, stone ditches, granite curbs, sidewalks, rock island and inlaid stones. SEQUOIA NATIONAL PARK

1,867

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

4/12/21 11:03 AM NPS PMIS No. 257275

0 2.06 0 233

0.0 0 2.00

Trails

1 Revised by Amendment A001

12,975