RochesterAmend1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The Purpose of this amendment is to answer questions and answers, replace a page in the SOW and update Bid schedule.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

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

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P419B0025

X 9B. DATED (SEE ITEM 11)

26-Jul-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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)

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.

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).

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Aug-2019

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W912P419B0025

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTION TO BIDDERS

INSTRUCTIONS TO BIDDERS

Questions concerning this solicitation shall be submitted via electronic mail (e-mail) no later then 10 Aug 2019, 3:00

P.M. ET to Walter.Kamad@USACE.Army.mil and kenneth.e.mackay@usace.army.mil

All bids shall be submitted via sealed envelope by hand or mail. Bids shall not be submitted via electronic mail or

FAX. Sealed bids shall be delivered to USACE Buffalo District, Attn:Kenneth Mackay, 1776 Niagara Street, Buffalo, New York 14207-3199.

Bids will be opened publically at 1776 Niagara Street, Buffalo, NY 14207, Conference Room C at the date and time specified in the solicitation.

All times specified are Eastern Time.

27 Aug 2019 3:00 P.M. to Kenneth Mackay

A Pre-bid will be scheduled at

99 Dann Street, Buffalo, NY 14207 on Tuesday, August 6th from 2-3pm for a pre-bid meeting in conference room

F, or can use teleconference/webinar using the following information:

Please use the following call-in information:

1-877-336-1828

Access Code: 3234778

Security Code: 1234

WebEx Meeting link (name and e-mail address to access the meeting) https://usace.webex.com/meet/lex.c.barker

A completed bid includes:

- Fully executed Form 1442-with amendments acknowledged

- Bid Bond

- Fully completed Bid Schedule

- Completed Reps and Certs from @SAM.GOV

-Only the apparent low bidder (if large) will be required to provide a small business subcontracting plan (after bid opening).

For bid evaluation purposes, the total bid will be based upon the lowest price total of the base bid items and the

W912P419B0025 option items listed on Bid Schedule.

NOTICE: IAW FAR 19.1307 (see below), the HUBZone Price Evaluation Preference clause has been included in this solicitation in section I (see clause 52.219-4). HUBZONE contractors please review and complete the check box in the clause when preparing your bid for submission if you wish to waive this evaluation preference. If so, you will not receive the 10% price evaluation preference.

19.1307 Price evaluation preference for HUBZone small business concerns.

(b) The contracting officer shall give offers from HUBZone small business a price evaluation preference by adding a factor of 10 percent to all offers, except -

(1) Offers from HUBZone small business that have not waived the evaluation preference; or

(2) Otherwise successful offers from small business concerns.

(c) The factor of 10 percent shall be applied on a line item basis or to any group of items on which award may be made. Other evaluation factors, such as transportation costs or rent-free use of Government property, shall be added to the offer to establish the base offer before adding the factor of 10 percent.

(d) When the two highest rated offerors are a HUBZone small business and a large business, and the evaluated offer of the HUBZone small business. is equal to the evaluated offer of the large business after considering the price evaluation preference, the contracting officer shall award the contract to the HUBZone small business.

(End of Summary of Changes)

SECTION 00 10 00

BIDDING SCHEDULE

Bid will be based upon all work as shown on the contract drawings and in accordance with the specifications.

Item No.

Description

Estimated Quantity

Unit

Unit Price

Estimated Amount

Mobilization and Demobilization

JA

2 Record (As-built) Drawings 1 JA $ (including all surveys and photographs)

Base Bid - Sta. 68+74 ~ 72+70

3 Drive Line Clearing Channel Side 396 LF $ $

4 Drive Line Clearing Lake Side 396 LF $ $

5 Wave Absorber Re-building 396 LF $ $

6 PZ27 Sheet Pile 4,092 SF $ $

7 PZ22 Sheet Pile 16,830 SF $ $

8 Wales (2 MC 9X23.9) 800 LF $ $

9 Granular Fill 1,553 TN $ $

10 Concrete Cap 672 CY $ $

11 Tie Rods 38 EA $ $

12 Sheet Pile and Concrete Bulkhead 1 JA $

Total Estimated Base Bid Amount (All Items 1 ~ 12) $

Option A - Sta. 67+75 ~ 68+74

13 Record (As-built) Drawings 1

JA $

14 Drive Line Clearing Channel Side 99 LF $ $

15 Drive Line Clearing Lake Side 99 LF $ $

16 PZ27 Sheet Pile 6,138 SF $ $

17 Wave Absorber Re-building 99 LF $

18 Tie Rods 11 EA $ $

19 Wales (2 MC 9X23.9) 200 LF $ $

20 Granular Fill 388 TN $ $

21 Concrete Cap 165 CY $ $

Total Estimated Amount of Option A (Items 13 ~ 20) $

Option B - Sta. 66+76 ~ 67+75

22 Record (As-built) Drawings 1

JA $

23 Drive Line Clearing Channel Side 99 LF $ $

24 Drive Line Clearing Lake Side 99 LF $ $

25 PZ27 Sheet Pile 6,138 SF $ $

26 Wave Absorber Re-building 99 LF $

27 Tie Rods 11 EA $ $

28 Wales (2 MC 9X23.9) 200 LF $ $

29 Granular Fill 388 TN $ $

30 Concrete Cap 165 CY $ $

Total Estimated Amount of Option B (Items 21 ~ 29) $

Option C

31 Armor Stone 25 EA $ $

Option D

32 Pier Lights 5 EA $ $

Total Estimated Amount (All Items 1 ~ 31) $

Note 1: Complete all items on the schedule. Failure to complete all items on the bid schedule will render the bid Non-responsive.

Note 2: The Government will evaluate offers for award purposes by adding the total price for all the options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

Note 3: If an option item is exercised, the government reserves the right to limit the quantity of material, up to the estimated quantity of the exercised option item.

Note 4: If Option A or Option B is exercised, it will be exercised at any time during the performance period for the base bid requirements.

Note 5: Option B will not be exercised if the full quantities of Option A are not exercised.

Note 6: If Options C, or D are exercised, they will be exercised at any time during the performance period for the base bid, Option A, or Option B requirements.

FY19 Roch East Pier Bid Form (6‐3‐19).xlsx

Description/Comments:

Survey/Computation Method:

Designation:

State:

District

Nearest Town:

USGS Quad:

T.R.S.:

Nearest Hwy/Mi:

NGS:PID COE:

Date Observed:

Date Recovered:

By:

Condition/Stability:

Owner:

Obstructions: N SE W

Datum: ( ) Lat:

Lon:

)(Datum:

Elevation Ht:

Ellip Ht:

Project:

NSRS Accuracy:

Local Accuracy:

- Horizontal - - Vertical -

Survey/Computation Method:

Date Observed:

Local Accuracy:

NSRS Accuracy:

County:

Stamping:

Setting/Monument Type:

Northing: Easting:Zone: Convergence: CSF:

Required Fields In Red

- Tidal/Hydraulic Gage Relationships -

- Datum - - Elevation -

Yes NoGPS Suitable:

Gage ID: Epoch:

Magnetic: Yes No

System Fields in Green

Owner:

Access:

- State Plane Coordinates -

Type:USACE Survey Marker Archive & Retrieval Tool Datasheet

U-SMART ver 2.4.2 10/8/2010

- Horizon/Setup View - - Close-Up View-

Station is a USACE brass disk set in the east pier of the Genesee River at US Coast Guard Station Rochester, 62.2 feet northwest of the northwest corner of the administration building.

CG

New York

Buffalo

Rochester

02/23/2012

02/23/2012

DB, CM

Monumented B

NAD83 CORS 96

43°15'23.95003" 77°36'11.91072"

IGLD85

249.89

Ft

Geodetic Levels

Rochester Harbor

2-cm

Static GPS Network 02/23/2012 Geoid09

5-cm

1-cm

5-cm

Monroe

CG

Brass Disk

N W

USFT

New

Submit

USFT

H5TDOACK

Typewritten Text

H5TDOACK

Typewritten Text 1188145.679

H5TDOACK

Typewritten Text 1409360.795

CERLB-TD-DC

SUBJECT: Geotechnical Logs of Supplemental Borings, Rochester East Pier, NY

-1-

CELRB-TD-DC 19 August 2019

MEMORANDUM FOR FILE

PREPARED BY: David Mitchell, P.G., P.E.

SUBJECT: Geotechnical Logs of Supplemental Borings – Rochester East Pier Repair 2019.

PURPOSE: Supplemental Bidding Information to provide to prospective bidders.

Geotechnical Investigation

From July 30th through 31th, 2019, SJB Services, Inc. (SJB) on behalf of USACE, conducted a subsurface exploration program within the project area with the purpose of supplementing the existing subsurface data and understanding of the geologic and geotechnical conditions along the Rochester East Pier. The field program included the installation of three exploratory borings along the pier with one boring located on the west side of the pier and two borings along the eastern side of the pier. Figure 1 presents the location of the borings. Standard penetration testing along with the collection of split-spoon samples for field and laboratory testing was conducted within each borehole along with field classification of the soil strata encountered.

Attached are the logs for each of the borings along with standard penetration test data. These logs are in pre-final status and will be subsequently finalized to include testing results of selected samples upon completion of laboratory analyses.

Figure 1. Boring Locations

DJM

Attachments

233.6

231.6 231.1

229.1 228.6

226.6 226.1

224.1

221.6

219.6

216.6

Barge Deck = 2.2' Above Water Level Lake Level = 248.4'

Lake Bottom = 17' Below Barge Deck

Bottom feels Firm Shells on Top of Plug before Sample #2

Difficult augering 20' - rip rap Refusal at 20.8', Moved ~ 15'N Dificult augering to 21'

0' to 17':

17' to 19': Brown Gray f-c SAND, little f-c Gravel, little Silt (wet, firm, SW-SM)

19' to 19.5':

19.5' to 21.5': Becomes light Gray, Contains fine Sand and trace Gravel, trace Silt, trace Wood (wet, loose, SP) 21.5' to 22':

22' to 24': (Hard) Same as Above

24' to 24.5':

24.5' to 26.5': Becomes light Gray - Brown, Contains f-c Sand and f-m Gravel, trace silt (wet, firm, SW) 26.5' to 29':

29' to 31': Contains little f-m Gravel (loose)

31' to 34':

17.0

19.0 19.5

21.5 22.0

24.0 24.5

26.5

29.0

31.0

34.0

SHEET

State Plane

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

B-1

7/30/19

DISTURBED

N 1,189,149.4 E 1,409,904.9

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

IGLD 85

N/A

2. HOLE NUMBER

CME-45C

8" O.D. HSA

INSTALLATION

Rochester East Pier

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

7/30/19

VERTICAL

D. Delude

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

SJB Services, Inc.

4. NAME OF DRILLER

5. DIRECTION OF BORING

250.6

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD 83

0.0

66.0

SHEET 1 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

32.5

35.0

Laboratory

Boring Designation B-1

SEP 05

Boring Designation B-1SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

214.6

211.6

209.6

207.6

206.6

204.6

203.6

201.6

199.6

196.6

194.6

191.6

189.6

186.6

184.6

S-7 No Rec.

S-10 = Shelby Tube No Rec.

34' to 36': Contains some f-m Gravel (hard) (continued) 36' to 39':

39' to 41': Gray fine SAND, some Silt (wet, loose, sp-sm)

41' to 43': Gray fine SAND, some Silt (wet, loose, SP-SM)

43' to 44':

44' to 46': Gray Clayey SILT, little fine Sand (wet, very soft, ML-CL)

46' to 47':

47' to 49':

49' to 51': Contains little-some f-c Sand

51' to 54':

54' to 56': Contains trace-little fine Sand (moist)

56' to 59':

59' to 61': Same as Above

61' to 64':

64' to 66': Same as Above

66' to 66': B.C. at 66.0'

36.0

39.0

41.0

43.0

44.0

46.0

47.0

49.0

51.0

54.0

56.0

59.0

61.0

64.0

66.0

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Rochester East Pier

N 1,189,149.4 E 1,409,904.9

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD 83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

250.6

IGLD 85

SHEET 2 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

35.0

37.5

40.0

42.5

45.0

47.5

50.0

52.5

55.0

57.5

60.0

62.5

65.0

Laboratory

Boring Designation B-1

SEP 05

Boring Designation B-1SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

238.7

236.7 236.2

234.2

231.7

229.7

226.7

224.7

221.7

219.7

216.7

Barge Deck = 2.2' Above Water Level Lake Level = 248.5'

Lake Bottom is 12' Below Barge Deck

0' to 12':

12' to 14': Gray-brown fine Sand, trace Silt (wet, SP)

14' to 14.5':

14.5' to 16.5': Gray-brown f-c SAND and f-c Gravel, trace Silt (wet, firm, SW)

16.5' to 19':

19' to 21': Contains f-m Sand, trace Gravel, trace Silt (SP)

21' to 24':

24' to 26': Containes "and" f-m Gravel (SW)

26' to 29':

29' to 31': Same as Above

31' to 34':

12.0

14.0 14.5

16.5

19.0

21.0

24.0

26.0

29.0

31.0

34.0

SHEET

State Plane

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

B-2

7/30/19

DISTURBED

N 1,188,733.2 E 1,409,813.5

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

IGLD 85

N/A

2. HOLE NUMBER

CME-45C

8" O.D. HSA

INSTALLATION

Rochester East Pier

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

7/30/19

VERTICAL

D. Delude

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

SJB Services, Inc.

4. NAME OF DRILLER

5. DIRECTION OF BORING

250.7

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD 83

0.0

61.0

SHEET 1 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

32.5

35.0

Laboratory

Boring Designation B-2

SEP 05

Boring Designation B-2SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

214.7

211.7

209.7

206.7

204.7

201.7

199.7

196.7

194.7

191.7

189.7

Clay Content Increasing

Decreasing Clay Content

Slightly Increasing Clay Content 60'-61'

34' to 36': Gray-brown Clayey SILT, little fine Sand (wet, very soft, ML-CL) (continued) 36' to 39':

39' to 41': Same as Above

41' to 44':

44' to 46': Same as Above

46' to 49':

49' to 51': Same as Above

51' to 54':

54' to 56': Contains little-some fine Sand

56' to 59':

59' to 61': Contains little-some fine Sand

61' to 61': B.C. at 61.0'

36.0

39.0

41.0

44.0

46.0

49.0

51.0

54.0

56.0

59.0

61.0

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Rochester East Pier

N 1,188,733.2 E 1,409,813.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD 83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

250.7

IGLD 85

SHEET 2 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

35.0

37.5

40.0

42.5

45.0

47.5

50.0

52.5

55.0

57.5

60.0

Laboratory

Boring Designation B-2

SEP 05

Boring Designation B-2SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

236.7

234.7 234.2

232.2

229.2

227.2 226.7

224.7

221.7

219.7

216.7

Barge Deck = 2.2' Above Water Level Lake Level = 248.5'

Lake Bottom = 14' Below Barge Deck

Softer at 30.5'

0' to 14':

14' to 16': Brown f-c GRAVEL, little f-c Sand, little Clayey Silt (wet, firm, GW-GM)

16' to 16.5':

16.5' to 18.5': Brown-gray f-m SAND, trace Silt (wet, loose, SP)

18.5' to 21.5':

21.5' to 23.5': Gray-brown f-c SAND, some f-m Gravel, trace Silt (wet, firm, SW)

23.5' to 24':

24' to 26': Same as Above

26' to 29':

29' to 31': Contains "and" f-c Gravel

31' to 34':

14.0

16.0 16.5

18.5

21.5

23.5 24.0

26.0

29.0

31.0

34.0

SHEET

State Plane

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

B-3

7/30/19

DISTURBED

N 1,189,252.9 E 1,410,096.1

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

IGLD 85

N/A

2. HOLE NUMBER

CME-45C

8" O.D. HSA

INSTALLATION

Rochester East Pier

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

7/30/19

VERTICAL

D. Delude

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

SJB Services, Inc.

4. NAME OF DRILLER

5. DIRECTION OF BORING

250.7

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD 83

0.0

66.0

SHEET 1 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

30.0

32.5

35.0

Laboratory

Boring Designation B-3

SEP 05

Boring Designation B-3SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

214.7

211.7

209.7

206.7

204.7

201.7

199.7

196.7

194.7

191.7

189.7

186.7

184.7

S-7: Difficulty Pulling Plug after Augering to 39' Spoon was Full but Blow Counts are Inaccurate. Steel Cable Wrapped around Lead Auger upon Retrieval

Slightly increased Clay content in vertically isolated seams

34' to 36': Gray Clayey SILT, little fine Sand (wet, stiff, ML-CL) (continued) 36' to 39':

39' to 41': Same as Above

41' to 44':

44' to 46': Same as Above

46' to 49':

49' to 51': very soft (moist)

51' to 54':

54' to 56': Same as Above

56' to 59':

59' to 61': Contains little-some fine Sand, occasional wet fine Sand seams

61' to 64':

64' to 66': Same as Above

66' to 66': B.C. at 66.0'

36.0

39.0

41.0

44.0

46.0

49.0

51.0

54.0

56.0

59.0

61.0

64.0

66.0

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Rochester East Pier

N 1,189,252.9 E 1,410,096.1

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD 83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

250.7

IGLD 85

SHEET 2 of 2

F in es

M

CELEV REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

35.0

37.5

40.0

42.5

45.0

47.5

50.0

52.5

55.0

57.5

60.0

62.5

65.0

Laboratory

Boring Designation B-3

SEP 05

Boring Designation B-3SPK FORM 1836-A

S an d

G ra ve l

S am p N o.

DEPTH

B lo w s/

0.

ft

A C

E

6-

A

D R

IL

LI

N G

L O

G

R O

C H

E S

T E

R E

A S

T P

IE

R

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/1

6/

FY19 ROCH EAST PIER REPAIR AMENDMENT NO. 1

FY19ROCHEPIER W912P4119B0025

1.3.6.6 Datums and Control

The vertical plane of reference is the Low Water Datum (L.W.D.) for Lake Ontario, which is 243.3 feet above mean sea level at Rimouski, Quebec (International Great Lakes Datum of 1985 (IGLD85)). Use the datums indicated on the contract drawings. Horizontal and vertical control to be utilized for work performed are described on the attachments in the attachment panel of the pdf file.

1.3.6.7 Damage To Work

The responsibility for damage to any part of the permanent work is with the Contractor. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are not contract unit or lump sum prices applicable to any part of such work, an equitable adjustment will be made as full compensation for the repairs of the part of the permanent work for which there are no applicable contract unit or single job prices. Except as provided, repair any damage to all work (including temporary construction, utilities, materials, equipment and plant) to the satisfaction of the Contracting Officer at no cost to the Government.

1.3.6.8 Restoration

Restore areas within the required work areas which are damaged by the Contractor's operations in accordance with the requirements of the applicable section of the specifications.

1.3.6.9 Notifications

Within 5 calendar days of completing the notifications required under this contract, submit to the Contracting Officer, written verification of these notifications, including the date, time and the name of the point of contact with whom correspondence occurred. Send these notifications to:

NY/PA Area Office 1776 Niagara Street Buffalo, NY 14207 Telephone: 716-879-4397

1.3.7 Waterways Navigation, Traffic and Notice to Mariners

There is a moderate amount of traffic in Rochester Harbor consisting of fishing boats, recreational boats, tugs, barges, and all classes of lake vessels varying in length to a maximum of 670 feet. Become acquainted with all information and regulations pertaining to navigation & vessel traffic within the waterways and coordinate with the U.S. Coast Guard Offices indicated in paragraph entitled "Notifications" of the Section, to assure that a "NOTICE TO MARINERS" is issued prior to any work activity at the project site. A copy of the requisite notice form is an attachment to this solicitation. Ensure the completed form arrives at the address (shown on the form) no less than 2 weeks prior to the start of work activity at the project site. The Government will not undertake to keep the waterways free

SECTION 01 35 13 Page 1042 08/19/19 h5cosklm Highlight

SJB Boring Logs - Rochester East Pier Geotechnical Investigation - July 2019 - rev 8-16

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