Amendment_No._1_-_W912P419B0005(17_June_2019).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)

30-105-04EXCEPTION 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 from the Site Visit. Please see attached for answers, updated SOW, and roll sheet.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED15B. 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 W912P419B0005

X 9B. DATED (SEE ITEM 11)

30-May-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 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.

U0002

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

6. ISSUED BY

3. EFFECTIVE DATE

18-Jun-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 CODECODE

EMAIL:TEL:

W912P419B0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

Questions and Answers and site visit.

As discussed at the site meeting, please consider revising Item 13, High Slump Concrete Fill, STA 3+00 to 13+00 and Item 14, Shotcrete (Seawall Crack Fill) from lump sum items to unit prices in order to provide some basis for the contractors to bid.

Answer, the spec sheet has been updated and highlighted

Will the contractor be required to obtain any New York State, or county environmental permits (SPDES, etc.)? Given the August 6th NTP date and the intention to complete work prior to the end of the year, the requirement to obtain any additional permits may prohibit completion of the work before 12/31/19.

Answer, USACE has already obtained the 401 Water quality certification from NYSDEC and the Coastal zone consistency in preparation of the project. Any additional local permits that the contractor needs is the contractor’s responsiblity.

Detail G/S‐501 indicates “Existing Concrete to be Removed to create a level contact surface”. Is the intent to sawcut the existing seawall to provide a level surface?

Answer, Yes, the intent was for the contract to saw cue to create a level surface along the top of the wall.

Can you please clarify the requirement for Large Businesses to provide a subcontracting plan? Chivers Construction is a Small Business but not a HUBZone Small Business. Are we required to provide a Subcontracting Plan?

Answer, A subcontracting plan will be required by only large businesses. This is a full and open with a Hubzone Preference. If a small business is within 10% of a Large Business low bid the Small Business has Preference.

Site visit sign in roster is attached.

AMENDMENT NO. 1

W912P419B0005

ATHOL SPRINGS, NY

SECTION 103

SHORELINE PROTECTION/STORM DAMAGE REDUCTION

UPDATED BID FORM, SPECIFICATIONS,

AND ADDITIONAL NYS DOT PLANS

17 JUNE 2019

h5cosklm Highlight

This amendment includes the items listed below. Changes have been highlighted. The updated portions of specification sections have been included. Page numbers may not match the original page numbers.

1. Bid Form – The bid form has been update with updated line items, new line items added, updated notes, and new notes added.

2. Specifications

a. Section 01 22 00 PRICE AND PAYMENT PROCEDURES

1. Paragraphs 1.3.5 High Slump Concrete Fill and 1.3.6 Shotcrete (Seawall Crack Fill) have been deleted.

2. Paragraph 1.4.8 Concrete, the title has been changed to ‘Concrete and High Slump Concrete Fill’ and the paragraph has been updated.

3. New paragraph 1.4.9 Shotcrete (Seawall Crack Fill), has been added and all remaining paragraphs re-numbered.

4. Paragraph ‘Seawall Patches’ (now number 1.4.16) has been renamed ‘Seawall Patches on top of Wall’ to be the same as the associated line item on the updated bid form.

b. Section 01 35 13 SPECIAL PROJECT PROCEDURES

1. Paragraph 1.2 PERFORMANCE PERIODS AND RESTRICTIONS has been updated.

c. Section 03 37 13 SHOTCRETE

1. Paragraph 3.6.54 Thickness, has been updated.

3. NYS DOT PLANS – Five additional plans showing guide rail installation are now included.

Item Unit No. Description Unit Price

1 Mobilization and Demobilization JA $ (including project signs)

2 Record (As-built) Drawings JA $ (includes all surveys, photographs, and videos)

3 Site Access Ramp JA $

4 H-Piles LF $ $

5 Geotextile SF $ $ STA 3+00 to 13+00

6 Trench for Toe Stone LF $ $ STA 3+00 to 13+00

7 Removals To Be Taken Off-Site TN $ $ STA 3+00 to 13+00

8 Relocation of Natural Littoral Material (STA 3+00 to 13+00) JA $

9 Concrete CY $ $ (Continuous Splash Wall and Apron, and Haunch)

10 Stone, STA. 3+00 to 13+00 Including tie-in at Station 3+00

10a Armor TN $ $

10b Underlayer TN $ $

11 Crushed Gravel TN $ $ STA 3+00 to 13+00

Quantity Amount

SECTION 00 10 00 SCHEDULE "A"

BIDDING SCHEDULE

The work pursuant to terms and conditions of this contract consists of all work as shown on the contract drawings and the New York State Department of Transportation drawings, and in accordance with the specifications.

Estimated Estimated

17530

12000

12 Impervious Fill CF $ $ STA 3+00 to 13+00

13 High Slump Concrete Fill CY $ $ STA 3+00 to 13+00

14 Shotcrete (Seawall Crack Fill) CY $ $

15 Weep Holes EA $ $ From STA 3+00 to 13+00

16 Project Fence (Chain Link - 6') LF $ $ With Gates

17 Temporary Construction Facilities and JA $ Controls (Section 01 50 00)

18 Seawall Patchs on top of Wall EA $ $

19 Topsoil, Seeding, and Scour Protection SF $ $ Protection (STA 3+00 to 13+00)

20 Topsoil and Seeding SF $ $ STA 3+00 to 13+00

Total Estimated Amount (Items 1 ~ 20) $

21 Additional Concrete for Inserting CY $ $ Bumpouts

22 NYSDOT Ornamental Fence LF $ $

23 ADA Ramp and Swing Gate JA $

24 Toe Bars EA $ $

25 Architectural Treatment SF $ $

26 Staining of Concrete Surfaces SF $ $

4 -

Option D

Option A

Option E 1750 -

Option F

1660 -

Option B 180 -

Option C

144 -

27 Bronze Plaques EA $ $

28 Engraving and Sealing EA $ $

29 Anti-graffiti Protective Coating JA $

30 NYDOT Drainage JA $

Total Estimated Amount Option Items Only (Items 21 ~ 30) $

31 Geotextile SF $ $ STA 0+00 to 3+00

32 Trench for Toe Stone LF $ $ STA 0+00 to 3+00

33 Removals To Be Taken Off-Site TN $ $ STA 0+00 to 3+00

34 Relocation of Natural Littoral Material (STA 0+00 to 3+00) JA $

35 Stone, STA. 0+00 to 3+00

35a Armor TN $ $

35b Underlayer TN $ $

36 Crushed Gravel TN $ $ STA 0+00 to 3+00

37 Impervious Fill CF $ $ STA 0+00 to 3+00

Option K

Option L

Option M

Option N

Option O

Option P

Option Q

Option I

5 -

Option H 5 -

Option G

Option J

7080 -

2231 -

320 -

251 -

2350 -

38 High Slump Concrete Fill CY $ $ STA 0+00 to 3+00

39 Weep Holes EA $ $ From STA 0+00 to 3+00

40 Topsoil, Seeding, and Scour Protection SF $ $ Protection STA 0+00 to 3+00

41 Topsoil and Seeding 5255 SF $ $ STA 0+00 to 3+00

42 High Slump Concrete Fill CY $ $

43 High Slump Concrete Fill CY $ $

44 High Slump Concrete Fill CY $ $

45 Shotcrete (Seawall Crack Fill) CY $ $

46 Shotcrete (Seawall Crack Fill) CY $ $

47 Shotcrete (Seawall Crack Fill) CY $ $

Total Estimated Amount Option Items Only (Items 31 ~ 47) $

Total Estimated Amount (Items 1 ~ 47) $

Option R

Option S

Option T

Option V

1. Schedule "A" has a longer performance period.

Note 1: Submit bids on all (“A”, “B”, and "C") bidding schedules. Bids must be complete as to all the items on the schedules. Failure to complete all items on all bid schedules will render the bid non‐ responsive.

Note 2: See section 01 35 13 SPECIAL PROJECT PROCEDURES for the differences in the bid schedules. General differences are listed below.

Option U

Option W

Option X

Option Y

Option Z

Option AA

Note 4: The Government may elect to exercise (1) none of the options, or (2) any combination of options. If any option items are exercised, the Government reserves the right to limit the quantity of up to the estimated quantity of each option item.

Note 7: The quantity of base bid items and options items are not the same for all bid schedules.

2. Schedule "B" has a shorter performance period, see Section 01 35 13 in the plans and specs, paragraph Performance Periods and Restrictions.

Note 6: If any portion of option items "V" through "AA" are exercised, they will be exercised within 450 calendar days after the notice to proceed date.

3. Schedule "C" has the same performance period as Schedule "B" with a different intermediate performance requirement.

Note 3: For bid evaluation purposes, the total bid will be based upon the base bid amount shown above and the Option items shown above. The Government reserves the right to award to the lowest Bidder based on needs of Government. Only one schedule of the three will be awarded per this solicitation, Schedules are as follows "A", "B", "C".

Note 5: If any portion of option items "A" through "U" are exercised, they will be exercised within 180 calendar days after the notice to proceed date.

1 Mobilization and Demobilization JA $ (including project signs)

2 Record (As-built) Drawings JA $ (includes all surveys, photographs, and videos)

3 Site Access Ramp JA $

4 H-Piles LF $ $

5 Geotextile SF $ $ STA 3+00 to 13+00

6 Trench for Toe Stone LF $ $ STA 3+00 to 13+00

7 Removals To Be Taken Off-Site TN $ $ STA 3+00 to 13+00

8 Relocation of Natural Littoral Material (STA 3+00 to 13+00) JA $

9 Concrete CY $ $ (Continuous Splash Wall and Apron, and Haunch)

10 Stone, STA. 3+00 to 13+00 Including tie-in at Station 3+00

10a Armor TN $ $

10b Underlayer TN $ $

11 Crushed Gravel TN $ $ STA 3+00 to 13+00

SECTION 00 10 00 - SCHEDULE "B"

BIDDING SCHEDULE

The work pursuant to terms and conditions of this contract consists of all work as shown on the contract drawings and the New York State Department of Transportation drawings, and in accordance with the specifications.

Estimated Estimated Quantity Amount

1280 -

5500 -

1035 -

635 -

81 -

17530

13 High Slump Concrete Fill CY $ $ STA 3+00 to 13+00

14 Shotcrete (Seawall Crack Fill) CY $ $

15 Weep Holes EA $ $ From STA 3+00 to 13+00

16 Project Fence (Chain Link - 6') LF $ $ With Gates

17 Temporary Construction Facilities and JA $ Controls (Section 01 50 00)

18 Seawall Patchs on top of Wall EA $ $

19 Topsoil, Seeding, and Scour Protection SF $ $ Protection (STA 3+00 to 13+00)

20 Topsoil and Seeding SF $ $ STA 3+00 to 13+00

21 Geotextile STA 0+00 to 3+00 SF $ $ Under and Behind Armor Stone

22 Trench for Toe Stone LF $ $ STA 0+00 to 3+00

23 Removals To Be Taken Off-Site TN $ $ STA 0+00 to 3+00

24 Relocation of Natural Littoral Material (STA 0+00 to 3+00) JA $

25 Stone, STA. 0+00 to 3+00

25a Armor TN $ $

25b Underlayer TN $ $

26 High Slump Concrete Fill CY $ $ STA 0+00 to 3+00

2231 -

10 -

251 -

27 Weep Holes EA $ $ From STA 0+00 to 3+00

Total Estimated Amount (Items 1 ~ 27) $

28 Additional Concrete for Inserting CY $ $ Bumpouts

29 NYSDOT Ornamental Fence LF $ $

30 ADA Ramp and Swing Gate JA $

31 Toe Bars EA $ $

32 Architectural Treatment SF $ $

33 Staining of Concrete Surfaces SF $ $

34 Bronze Plaques EA $ $

35 Engraving and Sealing EA $ $

36 Anti-graffiti Protective Coating JA $

37 NYDOT Drainage JA $

Total Estimated Amount Option Items Only (Items 28 ~ 37) $

38 Geotextile STA 0+00 to 3+00 SF $ $ Above the Wall

39 Crushed Gravel TN $ $ STA 0+00 to 3+00

Option H 5 -

Option I

Option L

Option J

Option K

Option B

Option F

Option G

Option D

Option E

Option C

Option A

40 Impervious Fill CF $ $

41 Topsoil, Seeding, and Scour Protection SF $ $ Protection STA 0+00 to 3+00

42 Topsoil and Seeding SF $ $ STA 0+00 to 3+00

43 High Slump Concrete Fill CY $ $

44 High Slump Concrete Fill CY $ $

45 High Slump Concrete Fill CY $ $

46 Shotcrete (Seawall Crack Fill) CY $ $

47 Shotcrete (Seawall Crack Fill) CY $ $

48 Shotcrete (Seawall Crack Fill) CY $ $

Total Estimated Amount Option Items Only (Items 38 ~ 48) $

Total Estimated Amount (Items 1 ~ 48) $

Note 2: See section 01 35 13 SPECIAL PROJECT PROCEDURES for the differences in the bid

Note 1: Submit bids on all (“A”, “B”, and "C") bidding schedules. Bids must be complete as to all the items on the schedules. Failure to complete all items on all bid schedules will render the bid

Option O

Option N

Option M

Option P

Option Q

Option R

Option S

Option T

Option U

1. 1. Schedule "A" has a longer performance period .

2. 2. Schedule "B" has a shorter performance period, see Section 01 35 13 in the plans and specs, paragraph Performance Periods and Restrictions.

Note 3: For bid evaluation purposes, the total bid will be based upon the base bid amount shown above and the Option items shown above. The Government reserves the right to award to the lowest Bidder based on needs of Government. Only one schedule of the three will be awarded per this solicitation, Schedules are as follows "A", "B", "C".

Note 4: The Government may elect to exercise (1) none of the options, or (2) any combination of options. If any option items are exercised, the Government reserves the right to limit the quantity of up to the estimated quantity of each option item.

Note 6: If any portion of option items "P" through "U" are exercised, they will be exercised within 450 calendar days after the notice to proceed date.

Note 7: The quantity of base bid items and options items are not the same for all bid schedules.

3. Schedule "C" has the same performance period as Schedule "B" with a different intermediate performance requirement.

Note 5: If any portion of option items "A" through "O" are exercised, they will be exercised within

1 Mobilization and Demobilization JA $ (including project signs)

2 Record (As-built) Drawings JA $ (includes all surveys, photographs, and videos)

3 Site Access Ramp JA $

4 H-Piles LF $ $

5 Geotextile SF $ $ STA 3+00 to 13+00

6 Trench for Toe Stone LF $ $ STA 3+00 to 13+00

7 Removals To Be Taken Off-Site TN $ $ STA 3+00 to 13+00

8 Relocation of Natural Littoral Material (STA 3+00 to 13+00) JA $

9 Concrete CY $ $ (Continuous Splash Wall and Apron, and Haunch)

10 Stone, STA. 3+00 to 13+00 Including tie-in at Station 3+00

10a Armor TN $ $

10b Underlayer TN $ $

11 Crushed Gravel TN $ $ STA 3+00 to 13+00

SECTION 00 10 00 SCHEDULE "C"

BIDDING SCHEDULE

The work pursuant to terms and conditions of this contract consists of all work as shown on the contract drawings and the New York State Department of Transportation drawings, and in accordance with the specifications.

Estimated Estimated

Quantity Amount

17530 -

13 High Slump Concrete Fill CY $ $ STA 3+00 to 13+00

14 Shotcrete (Seawall Crack Fill) CY $ $

15 Weep Holes EA $ $ From STA 3+00 to 13+00

16 Project Fence (Chain Link - 6') LF $ $ With Gates

17 Temporary Construction Facilities and JA $ Controls (Section 01 50 00)

18 Seawall Patchs on top of Wall EA $ $

19 Topsoil, Seeding, and Scour Protection SF $ $ Protection (STA 3+00 to 13+00)

20 Topsoil and Seeding SF $ $ STA 3+00 to 13+00

Total Estimated Amount (Items 1 ~ 20) $

21 Additional Concrete for Inserting CY $ $ Bumpouts

22 NYSDOT Ornamental Fence LF $ $

23 ADA Ramp and Swing Gate JA $

24 Toe Bars EA $ $

25 Architectural Treatment SF $ $

26 Staining of Concrete Surfaces SF $ $

15 -

10 -

50 -

1660 -

2205 -

Option A

2450 -

4 -

Option C

Option D 144 -

Option B

Option E

Option F

27 Bronze Plaques EA $ $

28 Engraving and Sealing EA $ $

29 Anti-graffiti Protective Coating JA $

30 NYDOT Drainage JA $

Total Estimated Amount Option Items Only (Items 21 ~ 30) $

31 Geotextile SF $ $ STA 0+00 to 3+00

32 Trench for Toe Stone LF $ $ STA 0+00 to 3+00

33 Removals To Be Taken Off-Site TN $ $ STA 0+00 to 3+00

34 Relocation of Natural Littoral Material (STA 0+00 to 3+00) JA $

35 Stone, STA. 0+00 to 3+00

35a Armor TN $ $

35b Underlayer TN $ $

36 Crushed Gravel TN $ $ STA 0+00 to 3+00

37 Impervious Fill CF $ $ STA 0+00 to 3+00

Option G

Option H

Option K

Option L

Option I

Option J

Option O

Option M

Option N

Option P

Option Q

38 High Slump Concrete Fill CY $ $

39 Weep Holes EA $ $ From STA 0+00 to 3+00

40 Topsoil, Seeding, and Scour Protection SF $ $ Protection STA 0+00 to 3+00

41 Topsoil and Seeding SF $ $ STA 0+00 to 3+00

42 High Slump Concrete Fill CY $ $

43 High Slump Concrete Fill CY $ $

44 High Slump Concrete Fill CY $ $

45 Shotcrete (Seawall Crack Fill) CY $ $

46 Shotcrete (Seawall Crack Fill) CY $ $

47 Shotcrete (Seawall Crack Fill) CY $ $

Total Estimated Amount Option Items Only (Items 31 ~ 47) $

Total Estimated Amount (Items 1 ~ 47) $

Option R

Option S

Note 1: Submit bids on all (“A”, “B”, and "C") bidding schedules. Bids must be complete as to all the items on the schedules. Failure to complete all items on all bid schedules will render the bid non‐ responsive.

Note 2: See section 01 35 13 SPECIAL PROJECT PROCEDURES for the differences in the bid

1. 1. Schedule "A" has a longer performance period

Option T

Option U

Option V

Option W

Option X

Option Y

Option Z

Option AA

2. 2. Schedule "B" has a shorter performance period, see Section 01 35 13 in the plans and specs, paragraph Performance Periods and Restrictions.

Note 6: If any portion of option items "V" through "AA" are exercised, they will be exercised within 450 calendar days after the notice to proceed date.

Note 7: The quantity of base bid items and options items are not the same for all bid schedules.

3. Schedule "C" has the same performance period as Schedule "B" with a different intermediate performance requirement.

Note 3: For bid evaluation purposes, the total bid will be based upon the base bid amount shown above and the Option items shown above. The Government reserves the right to award to the lowest Bidder based on needs of Government. Only one schedule of the three will be awarded per this solicitation, Schedules are as follows "A", "B", "C".

Note 4: The Government may elect to exercise (1) none of the options, or (2) any combination of options. If any option items are exercised, the Government reserves the right to limit the quantity of up to the estimated quantity of each option item.

Note 5: If any portion of option items "A" through "U" are exercised, they will be exercised within

FY19 Athol Springs Shoreline Protection/SDR AMENDMENT NO. 1

FY19ATHOL W912P419B0005

1.4.4.3 Unit of Measure

1.4.5 Topsoil, Seeding, and Scour Protection

1.4.5.1 Payment

1.4.5.2 Measurement

1.4.5.3 Unit of Measure

1.4.6 Topsoil and Seeding

1.4.6.1 Payment

1.4.6.2 Measurement

1.4.6.3 Unit of Measure

1.4.7 Trench for Toe Stone

1.4.7.1 Payment

1.4.7.2 Measurement

1.4.7.3 Unit of Measure

1.4.8 Concrete and High Slump Concrete Fill

1.4.8.1 Payment

1.4.8.2 Measurement

1.4.8.3 Unit of Measure

1.4.9 Shotcrete (Seawall Crack Fill)

1.4.9.1 Payment

1.4.9.2 Measurement

1.4.9.3 Unit of Measure

1.4.10 Stone Materials

1.4.10.1 Payment

1.4.10.2 Measurement

1.4.10.2.1 Method of Determining Weight with Delivery by Truck

1.4.10.2.1.1 Scales

1.4.10.2.1.2 On-Site Scales and Weigh Scale Certification

1.4.10.2.2 Determination of Excess Stone

1.4.10.2.3 Surveys for Excess Volume

1.4.10.2.4 FACTORS USED FOR CONVERTING IN-PLACE VOLUME TO WEIGHT

1.4.10.2.4.1 Revision of Bidding Schedule Quantities

1.4.10.2.4.1.1 Revision of Estimated Quantities

1.4.10.3 Unit of Measure

1.4.11 Crushed Gravel

1.4.11.1 Payment

1.4.11.2 Measurement

1.4.11.3 Unit of Measure

1.4.12 Impervious Fill

1.4.12.1 Payment

1.4.12.2 Measurement

1.4.12.3 Unit of Measure

1.4.13 Weep Holes

1.4.13.1 Payment

1.4.13.2 Measurement

1.4.13.3 Unit of Measure

1.4.14 Project Fence (Chain Link - 6') With Gates

1.4.14.1 Payment

1.4.14.2 Measurement

1.4.14.3 Unit of Measure

1.4.15 NYSDOT Ornamental Fence

1.4.15.1 Payment

1.4.15.2 Measurement

1.4.15.3 Unit of Measure

1.4.16 Seawall Patches on top of Wall

1.4.16.1 Payment

1.4.16.2 Measurement

1.4.16.3 Unit of Measure

1.4.17 Toe Bars

1.4.17.1 Payment

SECTION 01 22 00 Page 1005 06/17/19 h5cosklm Highlight h5cosklm Highlight h5cosklm Highlight

1.4.6.2 Measurement

The total amount for which payment will be made will be the total area of topsoil provided from off-site sources, properly placed in locations as indicated, seeded, watered, and germinated.

1.4.6.3 Unit of Measure

Unit of measure: square feet.

1.4.7 Trench for Toe Stone

1.4.7.1 Payment

Payment will be made for costs associated with the cutting the trench, the excavation of the loose materials within the trench, and the proper disposal of the excavated material to an off-site location. This includes any special equipment required to complete the trench as required and shown. No payment will be made for any length of trench cut and excavated, in excess of what is required. This applies to the following line items.

a. Trench for Toe Stone STA 3+00 to 13+00

b. Trench for Toe Stone STA 0+00 to 3+00

1.4.7.2 Measurement

The total length of trench for which payment will be made will be the total length of trench cut and is filled with toe stone.

1.4.7.3 Unit of Measure

Unit of measure: lineal foot.

1.4.8 Concrete and High Slump Concrete Fill

1.4.8.1 Payment

a. Payment will be made for costs associated with furnishing and placing concrete and high slump concrete required for the following line items,

(1) Concrete (Continuous Splash Wall and Apron, and Haunch)

(2) Seawall Patches along top of seawall

(3) Additional Concrete for Inserting Bumpouts

(4) High Slump Concrete Fill STA 3+00 to 13+00

(5) High Slump Concrete Fill STA 0+00 to 3+00

(6) High Slump Concrete Fill

b. All items except item "2" require a Bill of Lading for each delivery of concrete and high slump concrete to the site.

c. Items "1" through "3": This includes the installation of the splash wall and apron, grade beam, the haunch, and patch designated areas, and required curing compound. This is for all concrete to construct the entire length

SECTION 01 22 00 Page 1013 06/17/19 h5cosklm Highlight of the splash apron, with grade beam, as shown on Detail A on sheet S-501, and the haunch (from Sta. 4+00 to Sta. 12+77), as shown. This includes all required reinforcement as shown, formwork, finishing, any special equipment required to make cuts into the existing seawall, removal of portions of the seawall as shown, the removal and disposal of cut portions of the seawall, offsite, and all work associated with the installation of the plaques. The line item 'Additional Concrete for Inserting Bumpouts' includes the difference in concrete between Details A and B on sheet S-501. No payment will be made for any concrete, for any line item, delivered to the site and not placed. Concrete for the ADA Ramp will be paid for under line item "ADA Ramp and Swing Gate".

d. Items "4" through "6": Payment will be made for costs associated with the furnishing and placing all high slump concrete fill under the existing seawall, as specified and shown. This includes any formwork required.

1.4.8.2 Measurement

The quantity of concrete and high slump concrete for which payment will be made will be the total cubic yards of concrete and high slump concrete placed as required.

1.4.8.3 Unit of Measure

Unit of measure: cubic yard.

1.4.9 Shotcrete (Seawall Crack Fill)

1.4.9.1 Payment

Payment will be made for costs associated with the furnishing and placing all shotcrete to fill cracks in the existing seawall, and required curing compound, as specified and shown. This includes any formwork required.

1.4.9.2 Measurement

The quantity of shotcrete for which payment will be made will be the total cubic yards of shotcrete placed as required. The measurements of each location requiring shotcrete will be used to calculate the quantity provided. See section 01 35 13 SPECIAL PROJECT PROCEDURES.

1.4.9.3 Unit of Measure

Unit of measure: cubic yard.

1.4.10 Stone Materials

1.4.10.1 Payment

Payment will be made at the contract unit price ton in place for the following items, which will constitute full compensation for providing all plant, labor, surveys for progress payments, and materials, and performing all operations required to complete the work as specified, and as shown on the drawings. Provide stone materials that are new quarried materials.

Bidding Schedule Designation

a. Armor stone

SECTION 01 22 00 Page 1014 06/17/19 h5cosklm Highlight h5cosklm Highlight

1.4.13.3 Unit of Measure

Unit of measure: each (EA).

1.4.14 Project Fence (Chain Link - 6') With Gates

1.4.14.1 Payment

Payment will be made for costs associated with furnishing and properly installing chain link fence around the work limits, as shown and stated to include all gates, and locks. This includes any foundation work for fence posts, and any other work required for the proper installation of the fence and gates, where required, maintenance of the fence during the performance period, and removal as directed by the Contracting Officer. Fence is required only above water. Any additional fence delivered and/or installed that is longer than the work limits, as stated, will not be paid for.

1.4.14.2 Measurement

The quantity of fence and gates for which payment will be made will be the total length of fence with gates, properly installed, as required.

1.4.14.3 Unit of Measure

Unit of measure: lineal foot.

1.4.15 NYSDOT Ornamental Fence

1.4.15.1 Payment

Payment will be made for costs associated with all required work to install the NYSDOT decorative Railings at the locations as shown on the Government plans and the NYSDOT plans. This includes any transportation and temporary storage of the railings.

1.4.15.2 Measurement

The quantity of decorative railings to be paid for is the total length of of railing properly installed with the required materials, at the required locations, as specified and as shown on the Government plans and the NYSDOT plans..

1.4.15.3 Unit of Measure

Unit of measure: lineal foot.

1.4.16 Seawall Patches on top of Wall

1.4.16.1 Payment

Payment will be made for costs associated with all required work to patch the seawall, using shotcrete, as required and shown. This includes furnishing and placing of shotcrete, and any formwork required for proper installation.

1.4.16.2 Measurement

The quantity of sites where shotcrete was properly placed.

SECTION 01 22 00 Page 1020 06/17/19 h5cosklm Highlight

SD-06 Test Reports

Contract Accruals

1.2 PERFORMANCE PERIODS AND RESTRICTIONS

Items "a" through d", below, apply to all bid schedules:

a. The Notice to Proceed will be issued on or about 06 August 2019.

b. In-water work is not permitted from 1 May to 30 July. In-water work is defined as any work involving (1) the placement of objects or fill material on the lake bottom, (2) the movement, relocation, or removal of materials that are on the lake bottom, (3) the movement of equipment or vehicles on the lake bottom.

c. Pile driving is permitted only during the hours of 07:00 AM to 09:00 PM each day.

d. Measure all areas requiring shotcrete prior to placing the shotcrete.

Perform all measurements in the presence of the Contracting Officer or their designated representative. Prior to performing any measurements, obtain approval of all measurement methods from the Contracting Officer.

Calculate the volume required and submit the measurements and quantities for approval. Within the submittal, indicate the measurements and volume calculation for each individual location. Do not begin placing the shotcrete until the Government has approved the submittal. The approved quantities will be used for payment purposes.

1.2.1 Completion of Work by Schedule

Bid Schedules "B", and "C" have different intermediate work completion requirements and different overall performance periods than is required in Schedule "A". Additional time will not be given for the completion of any options exercised. The following subparagraphs describe the requirements of each bid schedule.

1.2.1.1 Schedule "A"

If Schedule "A" is awarded, complete the work in accordance with the table below.

Milestone Maximum Calendar Days After Receipt of Notice to Proceed

Commence Work (Submittals, Administration, etc.) 10

All submittals completed and commence Actual On-site Operations 40

Complete Work 623

1.2.1.1.1 Order of Work

The Contractor may perform the work in any order, using common and sound construction practices, to complete the work within the milestones listed above. Maintain the stability of the seawall during the entire performance

SECTION 01 35 13 Page 1046 06/17/19 h5cosklm Highlight

No shotcrete can be applied when the concrete surface or air in contact with the concrete surface is below 40 degrees F.

3.6 TESTS

3.6.1 Strength Testing

Initially cure test specimens onsite, then transported in an approved manner to an approved testing laboratory meeting the requirements of ASTM C1077 within 48 hours of scheduled testing time.

3.6.1.1 Test Panel

Make one test panel for every 50 cubic yards of shotcrete placed but not less than one per each shift during which any shotcrete is placed. The minimum dimensions of the panel are 18 by 18 by 4 inches and gunned in the same positions as the work represented during the course of the work by the Contractor's regular nozzleman. Field cure the panels in the same manner as in the job. Saw cut two 4 by 4 by 14 inch beams from the test panels when fiber-reinforced shotcrete is used. Test the fiber-reinforced shotcrete beams in accordance with ASTM C1140/C1140M. If the quality of shotcrete is questionable, the Government may saw or core the panel specimens to determine the shotcrete quality and if remedial action is necessary.

3.6.1.2 Average Compressive Strength

Determine the compressive strength of the shotcrete from the average of three cores obtained from a test panel representing a specific volume of shotcrete and tested on the 28-day after panel fabrication

3.6.2 Aggregate Moisture

Prior to batching the shotcrete and at least once during a shift in which shotcrete is being batched, determine the coarse and fine aggregate moisture content in accordance with ASTM C566. Appropriately adjust the batch weights of both the aggregates and mixing water to account for the available free moisture in the aggregates. Record the amount of free moisture in the aggregates, expressed as pounds of water per cubic yard, on the batching ticket and delivered to the Contracting Officer prior to placement during the shift. The Contracting Officer will have the option to request additional aggregate moisture content tests for each of the required tests.

3.6.3 Grading

Determine the grading of the coarse and fine aggregate in accordance with ASTM C136/C136M. Determine the fine and coarse aggregate grading prior to batching the shotcrete and at least once during a shift in which shotcrete is being batched. The Contracting Officer will have the option to require one additional sieve analysis test for aggregate type.

3.6.4 Thickness

The minimum shotcrete thickness is 1 inch, requiring the removal of existing concrete around the perimeter of spalled concrete sections. Check the unhardened shotcrete for thickness using a probe by the nozzleman or laborer at the time of placement. Perform thickness checks at 15-minute intervals and correct all low or thin areas by applying additional

SECTION 03 37 13 Page 1180 06/17/19 h5cosklm Highlight shotcrete.

3.6.5 Mixture Proportions

Record and check mixture proportions at least once per shift for weigh batching. Record and check mixture proportions as recommended by ASTM C685/C685M at least once per shift for volumetric batching and continuous mixing plants.

3.6.6 Preparations

Prior to each placement of shotcrete, certify in writing or by an approved checkout form, that cleanup and preparations are in accordance with the plans and specifications.

3.6.7 Air Content

Conduct air content tests on wet-mix shotcrete according to ASTM C231/C231M with a frequency of not less than once each shift nor less than once for each 50 cubic yards of shotcrete placed through the nozzle. Conduct tests on samples taken as the wet shotcrete mixture is placed in the delivery equipment.

-- End of Section --

SECTION 03 37 13 Page 1013 06/17/19 h5cosklm Highlight

PAY LIMIT FOR TYPE I ENO ASSEMBLY TANGENT SECTION

!SEE NOTE 4> POINT OF REDIRECTION-

FOR TYPE I END ASSEMBLY

/EDGE OF TRAVELED WAY

SHOULDER BREAK

PLAN VIEW

SEE BOX BEAM END PIECE DETAILS

!SHEET 2 OF 4 )

EDGE OF PAVEMENT

SHOP CURVING REQUIRED

FOR THESE SECTIONS

POINT OF REDIRECTION

FOR TYPE I END ASSEMBLY

TANGENT SECTION

POINT OF REDIRECTION

FOR TYPE IIA

18'-0"

ELEVATION

TYPICAL TYPE I END ASSEMBLY

!SEE NOTE 4 )

<SEE NOTE 7)

LENGTH OF PIECE SHALL BE CUT AT

BACK SLOPE WITHOUT EXCEEDING RAIL MOUNTING

HEIGHT ALONG FLARED PORTION

ELEVATION

TYPICAL LAYOUT

2 POST ANCHOR

!SEE DETAIL "A")

BOX BEAM SHALL BE SHOP CURVED

OR STRAIGHT AS DIRECTED BY THE

ENGINEER. PAYMENT SHALL BE UNDER

THE APPROPRIATE ITEM

PLAN VIEW

WHEN A TYPE O TERMINATION IS USED, PAYMENT WILL BE MADE

AS GUIDE RAIL WITH THE INDICATED PAYMENT FACTORS

1/1&" .ll HOLE IN BOTH SIDES OF BOX BEAM AND IN BOTH POSTS. ¾" X 91/z" BOLT TS 6" X 6" BOX BEAM WITH NUTS AND FLAT WASHERS

I :

,t f�POST MAY BE FIELD CUT

TERMINAL POSTS IN ROCK:

6'-0"

DRILL APPROPRIATE SIZE HOLE OR HOLES, BACKFILL AND COMPACT

GRANULAR MATERIAL AROUND POSTS OR DRIVE POST IN COMPACTED

MATERIAL, SOIL PLATES NOT REQUIRED.

TYPE O END TERMINAL

DRIVEWAY

WALKWAY OR

OTHER OPENING

PLAN VIEW

POINT OF

REDIRECTION

!SEE NOTE 7)

TERMINATE WITH BOX BEAM END PIECE

OR TRANSITION TO OTHER SYSTEMS

TANGENT TS 6" X 6" X ¼"

LW

ON

GALVANIZED STEEL

BOX BEAM

C SHOULDER BREAK

TERMINATE WITH BOX BEAM END PIECE

OR TRANSITION TO OTHER SYSTEMS

r•�PO

ST

SP

A

CI

NG

TY

P.

i---

(SEE NOTE 2) I

DRIVEWAY, WALKWAY ! OR OTHER OPENING

f 1111111 I 2ffl n p(

ELEVATION

TYPICAL TYPE IIA END ASSEMBLY

(SEE DETAILS ON SHEET 3 OF 4)

1/ " X 8" X 24"

STEEL SOIL PLATE

(NOT REQUIRED IN ROCK)

TS 6" X 6"

BOX BEAM

¾" BOLT 9½" LONG

WITH WASHER

DETAIL "A" - PLAN VIEW

GENERAL NOTES:

I, POST SPACING SHALL BE 6'-0" EXCEPT WHERE REDUCED POST SPACING IS INDICATED ON THE

CONTRACT PLANS. POSTS ARE CONNECTED TO RAIL AT 6'-0" SPACING. WHEN 36" OR 24"

REDUCED POST SPACING IS REQUIRED, PAYMENT FOR ADDITIONAL POSTS ASSOCIATED WITH

REDUCED POST SPACING WILL BE MADE UNDER EITHER THE PAY ITEM FOR BACKUP POSTS

FOR GUIDE RAIL OR THE PAYMENT FACTORS SPECIFIED IN CONTRACT DOCUMENTS.

2. SEE BRIDGE PLANS FOR GUIDE RAIL DETAILS, POST SPACING AND PAY ITEMS FOR

TRANSITIONS AND CONNECTIONS TO BRIDGE RAIL.

3. THE LINE OF BOX BEAM GUIDE RAIL, WHEN COMPLETED, SHALL PRESENT A SMOOTH

AND PLEASING GRADE LINE IN BOTH HORIZONTAL AND VERTICAL PLANES. BOX BEAM WITH RADIUS OF

720'-0" OR LESS SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE. PAYMENT FOR SUCH

CURVED LENGTHS SHALL BE MADE UNDER THE APPROPRIATE ITEM.

4 . THE END MAY BE EXTENDED BY ONE 18'-0" STRAIGHT SECTION, PLACED BETWEEN THE CURVED SECTION AND THE END PIECE, TO MOVE THE END CLOSER TO THE EDGE OF THE CLEAR ZONE. PAYMENT

SHALL BE MADE UNDER THE APPROPRIATE ITEM.

5 . BACKUP MAY REMAIN IN PLACE.

6 . THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND CURB <REGARDLESS OF THE CURB HEIGHT OR SPEED> SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 1 2" OR LESS AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN

THE OFFSET IS GREATER.

7. FOR DESIGN SPEEDS UNDER 50 MPH THE POINT OF REDIRECTION WILL BE AT THE POINT OF TANGENCY.

EFFECTIVE DATE: 01/12/2012

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD SHEET

BOX BEAM GUIDE RAIL

(SHEET 1 OF 4)

APPROVED JUNE 21 , 2011

/S/ RICHARD W. LEE, P.E.

DEPUTY CHIEF ENGINEER DESIGN

!ACTING>

ISSUED UNDER EB 11-013

606-04

NYS DOT GUIDE RAIL PLANS