W912BU-15-B-0011_Specs_AM4.PDF

PDF 226 KB Posted Aug 20, 2015

Attached to: Delaware City 5th Street Bridge Replacement Project
Solicitation number: W912BU-15-B-0011
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amendment 0004 - Specifications

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File	Type	Posted
W912BU-15-B-0011_Specs_AM5.PDF	PDF	Aug 21, 2015
W912BU-15-B-0011_Dwgs_AM4.pdf	PDF	Aug 20, 2015
W912BU-15-B-0011_Specs_AM3.PDF	PDF	Aug 12, 2015
W912BU-15-B-0011_Dwgs_AM3.PDF	PDF	Aug 12, 2015
W912BU-15-B-0011_Dwgs_AM2.pdf	PDF	Jul 31, 2015
W912BU-15-B-0011_Specs_AM2.PDF	PDF	Jul 31, 2015
W912BU-15-B-0011_Specs_AM1.PDF	PDF	Jul 31, 2015
Delaware_City_Bridge_AM001_7-30-15.pdf	PDF	Jul 31, 2015
15B0011-DWGS-RTA.pdf	PDF	Jul 24, 2015
15B0011-SPECS-RTA.PDF	PDF	Jul 24, 2015

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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

THIS AMENDMENT EXTENDS THE PROPOSAL DUE DATE TO 1 SEPTEMBER 2015 AT 11:00 A.M. (EST).

Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0004. Failure to acknow ledge all amendments may be cause for rejection of offer.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 20-Aug-2015

16B. UNITED STATES OF AMERICA15C. 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 W912BU-15-B-0011

X 9B. DATED (SEE ITEM 11)

24-Jul-2015

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 X is extended, 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.

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

6. ISSUED BY

3. EFFECTIVE DATE

20-Aug-2015

CODE

CONTR DIV-CONTRACTS BR

USAED, PHILA DISTRICT

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

This page was intentionally left blank for duplex printing.

Amendment No. 0004

IFB W912BU-15-B-0011

14. DESCRIPTION OF AMENDMENT (continued)

a. REQUESTS FOR INFORMATION (RFI) WITH RESPONSES: RFI’s with responses, annotated Amendment No. 0004, are attached to this amendment.

b. SECTION 00 70 00 – CONDITIONS OF THE CONTRACT: Please delete pages 00 70 00-13 to 00 70 00-14 in their entirety and substitute the revised pages 00 70 00-13 to 00 70 00-14, annotated Amendment No. 0004, attached hereto.

c. TECHNICAL SPECIFICATIONS:

(1) Section 01 33 00 – SUBMITTAL REGISTER: Please delete pages 01 33 00-15 to 01 33 00-33 in their entirety and substitute the revised pages 01 33 00-15 to 01 33 00-33, annotated Amendment No.

0004, attached hereto.

(2) Section 01 55 00 – TEMPORARY TRAFFIC CONTROL: Please delete pages 01 55 00-5 to 01 55 00-7 in their entirety and substitute the revised pages 01 55 00-5 to 01 55 00-7, annotated Amendment No. 0004, attached hereto.

(3) Section 05 12 10 – DISK BEARINGS: Please delete page 05 12 10-2 in its entirety and substitute the revised page 05 12 10-2, annotated Amendment No. 0004, attached hereto.

d. CONTRACT DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute revised drawings of the same numbers, with the latest revision date of 19 August 2015, attached hereto.

C-104 S-001 C-502

e. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0004. Failure to acknowledge all amendments may be cause for rejection of the bid.

RFI# Request for Information Response

Can you please confirm that the MHW and MLW elevations shown on the plans are derived using North American Vertical Datum (NAVD) 1988.

The MHW and MLW elevations shown on the plans are referenced to NAVD 1988. See Detail 1, Sht. C-501.

Plan Sheet S-101 Section 2 "Longitudinal Section" shows Placing RipRap in front of Abutment walls that remain. This rip rap is below the MLW of -2.78', the placement of this riprap will require dewatering and excavation of channel material. Will sheet piling be allowed to be installed in the channel in the approximate location that the Turbidity Curtain is shown on sheet C-105?

The means and methods used to place riprap and geotextile under water is at the discretion of the contractor.

Temporary installation of sheetpiling is allowed and is subject to approval of the contractor’s work plan by the Government.

Plan Sheet S-101 Section 2 "Longitudinal Section" shows the cutoff elevations of the existing walls at -2.69' and -1.91' which are both below the MLW of -2.78' this work will also require dewatering in order to cut the concrete to the proper elevation. Will sheet piling be allowed to be installed in the channel?

Negative elevations are referenced to 0.0’ NAVD 88.

Elevation -2.69’ and El.-1.91’ are above El.-2.78’, which is the mean low water elevation(MLW). The means and methods used to demolish concrete to the elevations shown on the contract plans are at the discretion of the contractor. Temporary installation of sheetpiling is allowed and is subject to approval of the contractor’s work plan by the Government.

Can you provide a copy of the schedule used to determine the 90 day closure of the bridge?

No schedule will be provided. The 90 day bridge closure has been extended to 150 days. See amendment 4.

Could more information be provided on the “Rotational Fatigue Test”?

Specifically, what testing procedure or criteria must be followed?

This requirement will be deleted from the specification. See amendment 4.

Are the goals for SDB, WOSB and HubSB considered Sub-goals of the Small Business Goal of 50% of total planned subcontracting dollars? Yes

If the answer to the first question is no, then the sum of all of the goals would add up to 99% of total planned subcontracting dollars. This will make it virtually impossible to meet the subcontracting goals as there are several major subcontracting items on this project that will not have small business responders. Will the Army consider modifying these subcontracting goals?

If the bidder is itself a small business concern will his/her own work count toward the 50% Small Business subcontracting goal?

A bidder that is a small business concern is exempt from the requirement to submit a Subcontracting Plan.

REQUESTS FOR INFORMATION with RESPONSES Solicitation No. W912BU-15-B-0011

Amendment 0004 Invitation for Bid No.

W912BU-15-B-0011

Index 00 70 00 - 13

(4) The systems and procedures the Contractor has established to ensure that it is fully protecting the Government's interests when dealing with such subcontractor in view of the specific basis for the party's debarment, suspension, or proposed debarment.

(e) Subcontracts. Unless this is a contract for the acquisition of commercial items, the Contractor shall include the requirements of this clause, including this paragraph (e) (appropriately modified for the identification of the parties), in each subcontract that--

(1) Exceeds $30,000 in value; and

(2) Is not a subcontract for commercially available off-the-shelf items.

(End of clause)

52.209-9 UPDATES OF PUBLICLY AVAILABLE INFORMATION REGARDING RESPONSIBILITY

MATTERS (JULY 2013)

(a) The Contractor shall update the information in the Federal Awardee Performance and Integrity Information System (FAPIIS) on a semi-annual basis, throughout the life of the contract, by posting the required information in the System for Award Management database via https://www.acquisition.gov.

(b) As required by section 3010 of the Supplemental Appropriations Act, 2010 (Pub. L. 111-212), all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available. FAPIIS consists of two segments--

(1) The non-public segment, into which Government officials and the Contractor post information, which can only be viewed by--

(i) Government personnel and authorized users performing business on behalf of the Government; or

(ii) The Contractor, when viewing data on itself; and

(2) The publicly-available segment, to which all data in the non-public segment of FAPIIS is automatically transferred after a waiting period of 14 calendar days, except for--

(i) Past performance reviews required by subpart 42.15;

(ii) Information that was entered prior to April 15, 2011; or

(iii) Information that is withdrawn during the 14-calendar-day waiting period by the Government official who posted it in accordance with paragraph (c)(1) of this clause.

(1) If the Contractor asserts in writing within 7 calendar days, to the Government official who posted the information, that some of the information posted to the non-public segment of FAPIIS is covered by a disclosure exemption under the Freedom of Information Act, the Government official who posted the information must within 7 calendar days remove the posting from FAPIIS and resolve the issue in accordance with agency Freedom of Information procedures, prior to reposting the releasable information. The contractor must cite 52.209-9 and request removal within 7 calendar days of the posting to FAPIIS.

(2) The Contractor will also have an opportunity to post comments regarding information that has been posted by the Government. The comments will be retained as long as the associated information is retained, i.e., for a total period of 6 years. Contractor comments will remain a part of the record unless the Contractor revises them.

https://www.acquisition.gov/

Amendment 0004 Invitation for Bid No.

W912BU-15-B-0011

Index 00 70 00 - 14

(3) As required by section 3010 of Pub. L. 111-212, all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available.

(d) Public requests for system information posted prior to April 15, 2011, will be handled under Freedom of Information Act procedures, including, where appropriate, procedures promulgated under E.O. 12600.

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations. (DEC 2014)

(a) Definitions. As used in this clause--

Inverted domestic corporation means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6 U.S.C. 395(b), applied in accordance with the rules and definitions of 6 U.S.C. 395(c).

Subsidiary means an entity in which more than 50 percent of the entity is owned--

(1) Directly by a parent corporation; or

(2) Through another subsidiary of a parent corporation.

(b) If the contractor reorganizes as an inverted domestic corporation or becomes a subsidiary of an inverted domestic corporation at any time during the period of performance of this contract, the Government may be prohibited from paying for Contractor activities performed after the date when it becomes an inverted domestic corporation or subsidiary. The Government may seek any available remedies in the event the Contractor fails to perform in accordance with the terms and conditions of the contract as a result of Government action under this clause.

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 540 calendar days after the Contractor receives the notice to proceed. Within the 540 period of performance the Contractor will be permitted a maximum one hundred fifty (150) day full bridge closure period for demolition and construction to replace the bridge. The 150 day bridge closure may not be between Memorial Day and Labor Day. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,000.00 for each calendar day of delay until the work is completed or accepted.

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M an uf ac tu re r’s In st ru ct io ns 2.

S pl ic in g W at er st op s 2.

C on st ru ct io n Jo in t S ea le r 2.

C on cr et e S ea le r

D -0

P re co ns tru ct io n S ub m itt al s 3.

D O

B ut t-S pl ic es

S D

-0

S ho p D ra w in gs

G D

O R ei nf or ce m en t S

D -0

P ro du ct D at a

D O

M ec ha ni ca l B ut t-S pl ic es 2.

D O

R ei nf or ci ng

S te el S

D -0

S am pl es 2.

E po xy -C oa te d B ar s

S D

-0

Te st

R ep or ts

G D

O Te st s, In sp ec tio ns , a nd V er ifi ca tio ns S

D -0

C er tif ic at es 2.

O R ei nf or ci ng S te el

O Q ua lif ie d

W el de rs

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 19

B M

R M

,J an

P R

E V

S E

B S

A G

O F

A G

E S

D el aw ar e C ity B rid ge

R ep la ce m en t

O Q ua lif ic at io n of S te el

B ar

B ut t-S pl ic er s

D -0

P re co ns tru ct io n S ub m itt al s 1.

G Q ua lit y C on tro l P la n 1.

La bo ra to ry A cc re di ta tio n

G S am pl in g

P la n 3.

G D

O Fo rm w or k

C al cu la tio ns a nd

D ra w in gs S

D -0

P ro du ct D at a

C em en tit io us

M at er ia ls 2.

O C he m ic al

A dm ix tu re s

G C ur in g an d P ro te ct io n G

D O

B on di ng

A ge nt 2.

D O

E xp an si on H oo ke d A nc ho r B ol ts S

D -0

D es ig n D at a

D O

M ix tu re

P ro po rti on s

G D

O m ix d es ig n S

D -0

Te st R ep or ts 2.

G M ix tu re P ro po rti on s 3.

Te st in g an d

In sp ec tio n fo r C Q

C 2.

Fl y

A sh

O G ro un d G ra nu la te d B la st

-F ur na ce

(G G

B F)

S la g 2.

O A gg re ga te s 2.

O W at er

P er m ea bi lit y

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 20

B M

R M

,J an

P R

E V

S E

B S

A G

O F

A G

E S

D el aw ar e C ity B rid ge

R ep la ce m en t

.5 .1

A ir

C on te nt

.5 .3

S lu m p

C om pr es si ve

S tre ng th

S D

-0

C er tif ic at es

C ur in g

M at er ia ls 2.

S he et C ur in g 3.

S he et C ur in g 1.

O C on tra ct or

Q ua lit y

C on tro l pe rs on ne l 3.

R ea dy -M ix P la nt

S D

-0

S ho p D ra w in gs

O D et ai l D ra w in gs S

D -0

P ro du ct D at a

P ro du ct s S

D -0

S am pl es

O Th in B ric k

O S am pl e P an el

S D

-0

Te st

R ep or ts

Th in

B ric k Te st R ep or ts S

D -0

C er tif ic at es 2.

Th in

B ric k V en ee r 1.

G D

O M an uf ac tu re r's

Q ua lif ic at io ns 1.

G D

O In st al le r Q ua lif ic at io ns

S D

-0

M an uf ac tu re r’s In st ru ct io ns G

D O

In st al la tio n m et ho ds

G D

O P oi nt in g

A nd

C le an in g

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 21

B M

R M

,J an

P R

E V

S E

B S

A G

O F

A G

E S

D el aw ar e C ity B rid ge

R ep la ce m en t

S D

-0

P re co ns tru ct io n

S ub m itt al s

W el di ng

Q ua lit y

A ss ur an ce P la n

S D

-0

P ro du ct

D at a 1.

W el di ng

P ro ce du re Q ua lif ic at io ns

O W el de r, W el di ng O pe ra to r, an d

Ta ck er Q ua lif ic at io n

O In sp ec to r Q ua lif ic at io n

O P re vi ou s

Q ua lif ic at io ns 1.

P re

-q ua lif ie d P ro ce du re s 2.

O W el di ng E le ct ro de s an d R od s

S D

-0

Te st

R ep or ts

N on de st ru ct iv e

Te st in g

S D

-0

C er tif ic at es

O C er tif ie d

W el di ng

P ro ce du re S pe ci fic at io ns

(W P

O C er tif ie d

P ro ce du re Q ua lif ic at io n

R ec or ds

(P Q

O C er tif ie d

W el de r P er fo rm an ce Q ua lif ic at io ns

(W P

S D

-0

P re co ns tru ct io n

S ub m itt al s

G D

O E re ct io n

P la n an d D ra w in gs

S D

-0

S ho p D ra w in gs

D O

Fa br ic at io n dr aw in gs

S D

-0

P ro du ct

D at a 2.

G D

O S ho p pr im er 2.

G D

O W el di ng e le ct ro de s an d ro dsSU B

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 22

B M

R M

,J an

P R

E V

S E

B S

A G

O F

A G

E S

D el aw ar e C ity B rid ge

R ep la ce m en t

G D

O D ire ct

T en si on

In di ca to r W as he rs

D O

N on

-S hr in k

G ro ut S

D -0

Te st R ep or ts 2.

G D

O C la ss

B c oa tin g 2.

D O

B ol ts , n ut s, a nd w as he rs

G D

O W el d

In sp ec tio n R ep or ts 3.

D O

D ire ct T en si on In di ca to r W as he r In sp ec tio n

R ep or ts

G D

O B ol t T es tin g R ep or ts G

D O

E m br itt le m en t T es t R ep or ts S

D -0

C er tif ic at es 2.

D O

S te el 2.

D O

B ol ts , n ut s, a nd w as he rs

G D

O P in s an d ro lle rs 1.

D O

C F ab ric at io n P la nt

Q ua lit y

C er tif ic at io n 1.

D O

C E re ct or Q ua lit y C er tif ic at io n

G D

O W el di ng p ro ce du re s an d qu al ifi ca tio ns 2.

G D

O W el di ng e le ct ro de s an d ro ds

D -0

S ho p

D ra w in gs 1.

G D

O Fa br ic at io n D ra w in gs

S D

-0

D es ig n

D at a 1.

D es ig n

C al cu la tio ns

S D

-0

C er tif ic at es

D O

D oc um en ta tio n

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 23

B M

R M

,J an

P R

E V

S E

B S

A G

P A

G E

D el aw ar e C ity B rid ge

R ep la ce m en t

O C om pl ia nc e C er tif ic at es G

D O

W el de r Q ua lif ic at io ns

S D

-0

S ho p D ra w in gs

G D

O P ed es tri an ra ilin g 1.

O D et ai l D ra w in gs S

D -0

P ro du ct D at a

W el de d

A lu m in um R ai lin g S ys te m S

D -0

S am pl es 1.

O S am pl e pe de st ria n ra ilin g pa ne l

S D

-0

D es ig n

D at a G

D O

D es ig n da ta

S D

-0

Te st

R ep or ts

O P ro du ct T es t R ep or ts S

D -0

C er tif ic at es 2.

D O

M at er ia ls S

D -0

M an uf ac tu re r’s

In st ru ct io ns

W el de d

A lu m in um R ai lin g S ys te m In st al la tio n

D -0

P re co ns tru ct io n S ub m itt al s 1.

G Fi el d

R ep ai r a nd T ou ch

-U p of M et al liz ed

C oa tin gs

P ro ce du re 1.

G A cc id en t P re ve nt io n P la n

G C on fin ed S pa ce

P ro ce du re s

G R es pi ra to ry P ro te ct io n P ro gr am 1.

A irb or ne

S am pl in g P la n

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 24

B M

R M

,J an

P R

E V

S E

B S

A G

P A

G E

D el aw ar e C ity B rid ge

R ep la ce m en t

G V en til at io n A ss es sm en t P la n 1.

G W or ke r H az ar d

C om m un ic at io n

P ro gr am

O C on tra ct or

Q ua lif ic at io ns a nd E xp er ie nc e 1.

O M ed ic al S ur ve illa nc e 1.

G C om pe te nt

P er so n

Q ua lif ic at io ns an d E xp er ie nc e 1.

G S af et y In do ct rin at io n

P la n S

D -0

P ro du ct D at a

O M at er ia l S af et y D at a

S he et s

M et al liz in g

E qu ip m en t

G A br as iv e

M ed ia S

D -0

S am pl es 1.

O Jo b R ef er en ce

S ta nd ar d (J

R S

O B la st

M ed ia 2.

O M et al liz in g W ire S

D -0

Te st R ep or ts 1.

A pp lic at or Q ua lif ic at io n

Te st

M et al liz in g

W ire

O A rc S pr ay

E qu ip m en t

Q ua lif ic at io n 1.

Jo b

R ef er en ce S ta nd ar d

(J R

S D

-0

C er tif ic at es

C oa tin g

In sp ec to rs 1.

C oa tin g

Th ic kn es s G ag esSU

B M

L R

C O

A C

T N

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 25

B M

R M

,J an

P R

E V

S E

B S

A G

P A

G E

D el aw ar e C ity B rid ge

R ep la ce m en t

G C la ss

B C oa tin g

D -0

P re co ns tru ct io n S ub m itt al s 1.

D O

S af et y, H ea lth , a nd E nv iro nm en ta l R eq ui re m en ts

D O

S af et y

P la n 1.

D O

C on fin ed

S pa ce s

P la n 1.

D O

R es pi ra to ry

P ro te ct io n

P la n 1.

G D

O V en til at io n A ss es sm en t P la n 1.

G D

O M ed ic al S ur ve illa nc e P la n

D O

E nv iro nm en ta l P ro te ct io n

P la n

O W as te

M an ife st

G D

O W as te

D is po sa l P la n 1.

D O

W at er Q ua lit y P la n

G D

O S oi l Q ua lit y P la n

S D

-0

P ro du ct

D at a P ar t 2

G D

O M an uf ac tu re r's

P ro du ct

D at a S he et

S D

-0

Te st

R ep or ts

S oi l Q ua lit y

Te st

R ep or t

In sp ec tio n R ep or ts 1.

O M ed ic al S ta tu s R ep or t 1.

O C ha ng e in

M ed ic al

S ta tu s

R ep or t

G D

O A ir M on ito rin g

Te st

P la n

O A ir M on ito rin g

Te st

R ep or t

S D

-0

C er tif ic at es

O C er tif ie d

E H

S P ro fe ss io na lSU

B M

L R

C O

A C

T N

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

A L

N E

E D

B Y

M A

N E

E D

B Y

A C T I O N C O D E

D A

F A

O N

D A

W D

P P

R A

D A

C D

M C

O N

D A

W D

R R

E V

E R

D A

C D

M O

E V

E R

A C T I O N C O D E

D A

F A

O N

M A

C O

D A

C D

A P

P R

A U

E M

A R

K S

(f) (g

(i)

(j) (k

(l)

Amendment No. 0004

Section 01 33 00 Page 26

B M

R M

,J an

P R

E V

S E

B S

A G

P A

G E

D el aw ar e C ity B rid ge

R ep la ce m en t

C er tif ie d Le ad L ab or at or y 1.

S S

P C

Q P

C er tif ic at e 1.

C oa tin g

Th ic kn es s G ag e

Q ua lif ic at io n

D -0

P re co ns tru ct io n S ub m itt al s 3.

D O

S ho rin g

D O

D ew at er in g

W or k P la n

S D

-0

P ro du ct

D at a 3.

D O

U til iz at io n of E xc av at ed

M at er ia ls G

D O

O pe ni ng o f a ny E xc av at io n

O S ho ul de r C on st ru ct io n

S D

-0

Te st

R ep or ts

G D

O P re -C on st ru ct io n

Te st in g

B or ro w

S ite

T es tin g

S D

-0

C er tif ic at es

Te st in g

G D

O M at er ia l C er tif ic at io ns

G D

O S hi pp in g

P ap er s

G D

O W ay bi lls a nd D el iv er y

Ti ck et s

S D

-0

S am pl es

D O

G eo te xt ile S

D -0

C er tif ic at es 2.

G D

O G eo te xt ile

S D

-0

P ro du ct

D at a 3.

G D

O N on sa le ab le M at er ia ls

S D

-0

S am pl es

R C

O N

C T

N O

E A

N D

L O

C A

N C

O N

C O

A C

C H

E D

D A

C O

A C

N A

P P

R O

G A

O R

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

M S

U B

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

A P

P R

O V

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Amendment No. 0004

Section 01 33 00 Page 27

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Amendment No. 0004

Section 01 33 00 Page 28

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Amendment No. 0004

Section 01 33 00 Page 29

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Amendment No. 0004

Section 01 33 00 Page 30

B M

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Amendment No. 0004

Section 01 33 00 Page 31

B M

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Amendment No. 0004

Section 01 33 00 Page 32

B M

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Amendment No. 0004

Section 01 33 00 Page 33

f. New Castle County Vo-Tech School District

3.1.2.1 Delaware Department of Transportation Hauling Permits

Notify this office a minimum of 2 weeks prior to implementing any temporary traffic control to request the rerouting of any wide load permits and suspension of blanket permits for the duration of the contract work.

3.2 Deleted

3.3 UTILITIES

Prior to erecting any devices in the ground, contact MissUtility (1-800-441-8355) in order to locate utilities in the area.

3.4 TEMPORARY TRAFFIC CONTROL DEVICES

Contractor personnel shall wear highway work vests, ANSI 107-2004 approved Class II for all, except Class III for flaggers, when working on or around the road. In addition, the Contractor shall store and supply, when needed, ten highway work vests for the Contracting Officer representatives and other Corps of Engineers personnel. Provide all necessary flagger services, variable message signs, ground-mounted signs, STOP/SLOW paddles, floodlights, flashing warning lights and arrow boards, barricades, cones, markers, temporary pavement markings, two-way radios, and other protective devices necessary to warn and protect the traveling public, pedestrians and his own employees in accordance with the approved Temporary Traffic Control Plan and the DELDOT Approved Detour Plan for Bridge Closure. All devices shall be maintained by the Contractor in first-class operating condition throughout the contract period, which includes cleaning dirt and grease from the reflective surfaces of all devices as necessary. Conditions of signs, warning lights, barricades, and other traffic control devices shall be recorded daily on the Quality Control Records required in Section 01 45 00 QUALITY CONTROL. The Contractor shall have a crew available on-call at all times throughout the contract duration to address temporary traffic control device emergency response issues. Response time shall be within one hour of emergency notification.

3.4.1 Flood Lights

The Contractor shall provide flood lights meeting the requirements of Section 6F.76 of the DelDOT MUTCD. Floodlights shall be placed at locations of ongoing work operations within the temporary traffic controlled area and at the ends of the temporary traffic control where the traffic enters and exits the traffic controlled area. These lights shall be operational every night that the temporary traffic control is in place, as well as during poor weather and low visibility conditions.

3.4.2 Variable Message Signs (VMS)

Provide variable message signs (VMS), solar-type, with appropriate drum taper, at the following locations:

a. Delaware Rt. 72 eastbound at intersection of US 13, or as otherwise directed.

b. Delaware Rt. 896 eastbound at intersection of US 13, or as otherwise directed.

c. At the beginning of each approach to the bridge.

d. At additional locations as necessary to facilitate and control

Section 01 55 00 Page 5 traffic approaching any closure.

VMS wording for each location shall be included in the temporary traffic control plan for approval by DelDOT. As specified in DelDOT MUTCD, messages shall consist of 8 characters/line, 3 lines/screen and 2 screens/board.

3.5 TEMPORARY TRAFFIC CONTROL

Temporary traffic control shall be subject to the final approval of DelDOT and the Contracting Officer as part of the Temporary Traffic Control Plan.

Except during scheduled periods of full bridge closure, one open lane, a minimum width of 10 feet, shall be maintained at all times. Temporary Traffic control shall be subject to the following restrictions:

a. The Contractor shall utilize DelDOT MUTCD traffic control cases, as specified on the contract drawings.

b. Temporary Traffic control for Contractor access to work and staging areas is required. Flaggers and temporary traffic control devices for this purpose shall be included in the temporary traffic control submittal specified herein.

c. Where daily lane closures are proposed, all temporary traffic control devices and equipment must be removed from the bridge at the end of the work shift. NCHRP 350 No. F approved truck mounted attenuators shall be used for protection of workers when using drums for daily lane closures. For lane closure periods separate adjacent closed and travel lanes with temporary barriers.

d. Work shall be subject to appropriate weather conditions such that work shall not be performed when restricted by the applicable limits on temperature or weather events for the ongoing work or during unsafe conditions.

3.5.1 Maintenance and Protection of Traffic

a. Work shall be performed in a manner that will ensure the least practicable obstruction to traffic, consistent with safety standards and shall comply with DelDOT MUTCD.

b. All traffic control devices shall be in new or refurbished condition, shall comply with the Delaware MUTCD and shall be approved by the COR before installation. Traffic control devices shall be maintained in good condition for duration of use.

c. All temorary or permanent warning signs shall be covered with retroflective florescent sheeting on aluminum panels, eliminating the need for Type "B" warning lights on these signs. All of these signs shall be mounted on breakaway posts such that the bottom of the sign is 7 feet above the ground unless otherwise authorized by the COR.

d. All Type III barricades at points of road closure shall have 2 red Type "B" flashing lights over each travel lane. Any sign or barricade arrangement shall be crash worthy as per NCHRP 350.

e. Where typical traffic control cases from Delaware MUTCD are used, the contractor shall review the required signing and traffic control devices with the COR to ensure their applicability prior to implementation.

Section 01 55 00 Page 6

Longitudinal dimensions for placement of permanent or temporary warning signs may be adjusted slightly to fit field conditions as directed by the COR. All permanent signing shall be 7 feet high and all temporary signs shall be 5 feet high.

f. Grading and maintaining graded aggregate base course that is being used as a travelway, driveway, access, ramp, etc. shall be incidental to maintenance of traffic. Excess graded aggregate shall be pushed ahead and used in the next segment.

h. All workers need to wear minimum class II safety vest.

3.6 BRIDGE CLOSURES

The Contractor shall close the bridge before demolition of the superstructure, which shall last not longer than 150 calendar days. The Contractor may close the bridge for shorter durations, subject to approval of the Contracting Officer, to complete major features of work and to limit the total time required for bridge closure during construction of the new bridge. The 150 day bridge closure shall not commence between Memorial Day and Labor Day and until all related submittals have been approved and suffient materials and equipment are on site, or are ready for delivery to the site, to complete demolition of the existing bridge and construction of the new bridge. Date of bridge closure shall be subject to approval of Contracting Officer.

3.7 EMERGENCY VEHICLES

During the bridge and lane closure periods prior to bridge demolition and after construction of new bridge, the contract work shall be performed in such a manner to allow emergency vehicles to safely cross the bridge within 5 minutes of notification by the New Castle County Emergency Communications Office. This office will be responsible for notifying the Contractor of imminent emergency vehicle crossings of the Delaware City Bridge during the bridge and lane closure periods. The Contractor shall demonstrate his plan to the Contracting Officer for allowing emergency vehicles to safely cross the bridge prior to starting work on the bridge.

3.8 MEASUREMENT AND PAYMENT

The work specified in…

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