W912DS-16-B-0015_Specifications.pdf

NEW YORK DISTRICT

GOETHALS BRIDGE REPLACEMENT

WETLAND MITIGATION PROJECT

AT OLD PLACE CREEK

STATEN ISLAND, NEW YORK

IFB No. W912DS-16-B-0015

Specifications

100% Sep 2016

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 13 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 01 WAGE RATES

00 90 02 PERMITS

00 90 03 BORING LOGS and other

TECHNICAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 31 10.00 18 PROJECT SCHEDULE: BAR CHART

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 50 20 DEWATERING

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

01 56 10 HERBIVORY FENCE

01 57 00 ACCESS ROADS AND STAGING AREA

01 57 20.00 10 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

01 57 35.00 18 TEMPORARY CONSTRUCTION FACILITIES

DIVISION 02 - EXISTING CONDITIONS

02 22 70 OFFSITE DISPOSAL OF NON-HAZARDOUS MATERIAL

REGULATORY EXCEEDANCES

02 23 10 CLEARING AND GRUBBING EXISTING VEGETATION

AND DEBRIS

02 23 20 SURVEYING

02 27 50.00 18 FLOATING TURBIDITY BARRIER

02 36 80 SILT FENCE

02 82 10 FENCING

MTOC - 2

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 00 10 CLEAN SAND, IMPORTED (MEASURED IN PLACE)

31 05 22 GEOTEXTILES USED AS FILTERS

31 32 12 SOIL EROSION AND SEDIMENT CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTING

-- End of Project Table of Contents --

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

2"

Legend Group 3: One- to

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Construction description of Corps relationship to project

Legend Group 1: One- to two-line 3"

Color: White

District Name (optional). Place below 10.5" Reverse Signature (6"

Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 2: Division or

2.5" describes the work being done under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Castle) three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Typeface: 1.5" Helvetica Regular Maximum line length: 42" identification of project or facility (civil works) or name of sponsoring department (military).

Color: Black

Corps standards as specified in

Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right upper and lower case with initial capitals only as shown.

contractors including: type line identification of prime

Letter and word spacing to follow

7.75"

Mounting

4' x 4' HDO-3

(Dimensions are in inches)

Legend Group 4: One-to two-line

2"

1.875"

1.875"

21" 3" 42" 3"

4.5"

6"

GOETHALS BRIDGE REPLACEMENT

WETLAND MITIGATION PROJECT

OLD PLACE CREEK SI, NY

US Army Corps

6"

4.5"

48"

3" 21" 1" 21"

9.5"

Post Specification Size Code

2.25"New York District

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

CID-01

Cross-align the first of Legend

4' x 6'

* Appendix D corporate or firm name, city, state.

Use of Legend Group 5 is optional.

Color: Black

(architect, general contractor, etc.), 10.5"

Size

Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five of Engineers

Type

WH-RD/BK

Sign Color various Height Bkg/Lgd

Legend Panel

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D. *

* Refer to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

Dimensions inches.

See attached sheet for fabrication and mounting guidelines.

Panel Size

.875"

3.125"

OLD PLACE CREEK SI, NY

4"x4" 4"x4"

2.5" 2.5"

.975"

2.5"

17"

4"

3"

3" 2"

3"

WETLAND MITIGATION PROJECT

8"

6"

3.875"

4.5"

3"

GOETHALS BRIDGE REPLACEMENT

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3"

10.5"

3" 31" 3"

OLD PLACE CREEK SI, NY

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

GOETHALS BRIDGE REPLACEMENT

WETLAND MITIGATION PROJECT

ACTIVITIES

DISTRICT ENGINEER: COLONEL

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL LOCAL REQUIREMENTS CONCERNING PROHIBITED

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E 1.

2.

5. 5.

1.

2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

2.

sign panel. Position holes as 1.

shown. Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

** Refers to the U.S. Army Corps of Enginee "Sign Standards Manual", EP-310-1-6.

Section 00 90 00

Wage Rates

(To be provided)

Section 00 90 01

Permits

Section 00 90 02

Geotechnical Report and

Other Testing

NY 10252 NJ 73168

PA 68180 EPA NY00033

Preliminary Certificate of Analysis

NYSDEC

47-40 21st Street Long Island City, NY 11101-5407 Attn: Stephen M. Zahn

Date Reported:

Date Received:

Order Number:

Invoice Number:

Customer Number: N071 Customer PO:Subject: OPC102706

0610-01241

OPC 102706 - 8081 A w/TCLP Extration

SMP Analysis Performed Result Analysis InformationMethod

10/30/2006

Units

Detection

Limit

Certification Date: 11/21/2006

001 Old Place Creek OPC-H1 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

SW-846 8081A8081 TCLP Pesticides 11/11/06, 0:00, FE mg/LChlordane 0.005 11/11/06, 0:00, FEU mg/LEndrin 0.005 11/11/06, 0:00, FEU mg/LHeptachlor 0.005 11/11/06, 0:00, FEU mg/LHeptachlor Epoxide 0.005 11/11/06, 0:00, FEU mg/LLindane 0.005 11/11/06, 0:00, FEU mg/LMethoxychlor 0.005 11/11/06, 0:00, FEU mg/LToxaphene 0.005 11/11/06, 0:00, FEU

% RecTetrachlorometaxylene (Surr 11/11/06, 0:00, FE86

% RecDecachlorobiphenyl (Surr) 11/11/06, 0:00, FE75

SW-846 35108081 Extraction-TCLP 11/7/06, 9:00, HRB

SW-846 1311TCLP Extract Preparation 11/3/06, 10:15, SRS mg/L4,4'-DDE 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDD 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDT 0.005 11/11/06, 0:00, FEU

003 Old Place Creek OPC-H3 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

SW-846 8081A8081 TCLP Pesticides , 0:00, mg/LChlordane 0.005 11/11/06, 0:00, FEU mg/LEndrin 0.005 11/11/06, 0:00, FEU mg/LHeptachlor 0.005 11/11/06, 0:00, FEU mg/LHeptachlor Epoxide 0.005 11/11/06, 0:00, FEU mg/LLindane 0.005 11/11/06, 0:00, FEU mg/LMethoxychlor 0.005 11/11/06, 0:00, FEU mg/LToxaphene 0.005 11/11/06, 0:00, FEU

% RecTetrachlorometaxylene (Surr 11/11/06, 0:00, FE86

% RecDecachlorobiphenyl (Surr) 11/11/06, 0:00, FE26

SW-846 35108081 Extraction-TCLP 11/7/06, 9:00, HRB

SW-846 1311TCLP Extract Preparation 11/3/06, 10:15, SRS mg/L4,4'-DDE 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDD 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDT 0.005 11/11/06, 0:00, FEU

Results biased low due to surrogate recovery slightly below acceptance limit.

004 Old Place Creek OPC-H4 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

SW-846 8081A8081 TCLP Pesticides , 0:00, mg/LChlordane 0.005 11/11/06, 0:00, FEU mg/LEndrin 0.005 11/11/06, 0:00, FEU

Key:

The information in this report is accurate to the best of our knowledge and ability. In no event shall our liability exceed the cost of these services. Your sample will be discarded after 14 days unless we are advised otherwise.

= micrograms per liter (equivalent to parts per billion)

B = analyte was detected in the method or trip blank

E = estimated value ND or U = analyte not detected

< = less than the indicated value = milligrams per liter (equivalent to parts per million) = milligrams per kilogram (equivalent to parts per million) ug/L mg/L mg/Kg

47-40 21st Street Long Island City, NY 11101-5407 Attn: Stephen M. Zahn

Date Reported:

Date Received:

Order Number:

Invoice Number:

Customer Number: N071 Customer PO:Subject: OPC102706

0610-01241

OPC 102706 - 8081 A w/TCLP Extration

SMP Analysis Performed Result Analysis InformationMethod

10/30/2006

Units

Detection

Limit

Certification Date: 11/21/2006

004 Old Place Creek OPC-H4 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

.....continued mg/LHeptachlor 0.005 11/11/06, 0:00, FEU mg/LHeptachlor Epoxide 0.005 11/11/06, 0:00, FEU mg/LLindane 0.005 11/11/06, 0:00, FEU mg/LMethoxychlor 0.005 11/11/06, 0:00, FEU mg/LToxaphene 0.005 11/11/06, 0:00, FEU

% RecTetrachlorometaxylene (Surr 11/11/06, 0:00, FE85

% RecDecachlorobiphenyl (Surr) 11/11/06, 0:00, FE61

SW-846 35108081 Extraction-TCLP 11/7/06, 9:00, HRB

SW-846 1311TCLP Extract Preparation 11/3/06, 10:15, SRS mg/L4,4'-DDE 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDD 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDT 0.005 11/11/06, 0:00, FEU

005 Old Place Creek OPC-H5 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

SW-846 8081A8081 TCLP Pesticides , 0:00, mg/LChlordane 0.005 11/11/06, 0:00, FEU mg/LEndrin 0.005 11/11/06, 0:00, FEU mg/LHeptachlor 0.005 11/11/06, 0:00, FEU mg/LHeptachlor Epoxide 0.005 11/11/06, 0:00, FEU mg/LLindane 0.005 11/11/06, 0:00, FEU mg/LMethoxychlor 0.005 11/11/06, 0:00, FEU mg/LToxaphene 0.005 11/11/06, 0:00, FEU

% RecTetrachlorometaxylene (Surr 11/11/06, 0:00, FE84

% RecDecachlorobiphenyl (Surr) 11/11/06, 0:00, FE68

SW-846 35108081 Extraction-TCLP 11/7/06, 9:00, HRB

SW-846 1311TCLP Extract Preparation 11/3/06, 10:15, SRS mg/L4,4'-DDE 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDD 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDT 0.005 11/11/06, 0:00, FEU

006 Old Place Creek OPC-H6 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

SW-846 8081A8081 TCLP Pesticides , 0:00, mg/LChlordane 0.005 11/11/06, 0:00, FEU mg/LEndrin 0.005 11/11/06, 0:00, FEU mg/LHeptachlor 0.005 11/11/06, 0:00, FEU mg/LHeptachlor Epoxide 0.005 11/11/06, 0:00, FEU

Key:

The information in this report is accurate to the best of our knowledge and ability. In no event shall our liability exceed the cost of these services. Your sample will be discarded after 14 days unless we are advised otherwise.

= micrograms per liter (equivalent to parts per billion)

B = analyte was detected in the method or trip blank

E = estimated value ND or U = analyte not detected

< = less than the indicated value = milligrams per liter (equivalent to parts per million) = milligrams per kilogram (equivalent to parts per million) ug/L

47-40 21st Street Long Island City, NY 11101-5407 Attn: Stephen M. Zahn

Date Reported:

Date Received:

Order Number:

Invoice Number:

Customer Number: N071 Customer PO:Subject: OPC102706

0610-01241

OPC 102706 - 8081 A w/TCLP Extration

SMP Analysis Performed Result Analysis InformationMethod

10/30/2006

Units

Detection

Limit

Certification Date: 11/21/2006

006 Old Place Creek OPC-H6 OPC 102706 #C004241 Grab 10/27/2006 0:00 Client

.....continued mg/LLindane 0.005 11/11/06, 0:00, FEU mg/LMethoxychlor 0.005 11/11/06, 0:00, FEU mg/LToxaphene 0.005 11/11/06, 0:00, FEU

% RecTetrachlorometaxylene (Surr 11/11/06, 0:00, FE80

% RecDecachlorobiphenyl (Surr) 11/11/06, 0:00, FE31

SW-846 35108081 Extraction-TCLP 11/7/06, 9:00, HRB

SW-846 1311TCLP Extract Preparation 11/3/06, 10:15, SRS mg/L4,4'-DDE 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDD 0.005 11/11/06, 0:00, FEU mg/L4,4'-DDT 0.005 11/11/06, 0:00, FEU

Report Comment: Endrin results biased low due to degradation check above acceptance limits.

Key:

The information in this report is accurate to the best of our knowledge and ability. In no event shall our liability exceed the cost of these services. Your sample will be discarded after 14 days unless we are advised otherwise.

= micrograms per liter (equivalent to parts per billion)

B = analyte was detected in the method or trip blank

E = estimated value ND or U = analyte not detected

< = less than the indicated value = milligrams per liter (equivalent to parts per million) = milligrams per kilogram (equivalent to parts per million) ug/L

Goethals Bridge Replacement Wetland Mitigation,Old Place Creek,NY GBOPC

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00.00 18 DESIGN AND RECORD DRAWING REQUIREMENTS

01 31 10.00 18 PROJECT SCHEDULE: BAR CHART

01 33 00.00 18 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 18 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 18 CONTRACTOR QUALITY CONTROL

01 50 20 DEWATERING

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

01 56 10 HERBIVORY FENCE

01 57 00 ACCESS ROADS AND STAGING AREA

01 57 20.00 10 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

01 57 35.00 18 TEMPORARY CONSTRUCTION FACILITIES

DIVISION 02 - EXISTING CONDITIONS

02 22 70 OFFSITE DISPOSAL OF NON-HAZARDOUS MATERIAL WITH

REGULATORY EXCEEDANCES

02 23 10 CLEARING AND GRUBBING EXISTING VEGETATION AND DEBRIS

02 23 20 SURVEYING

02 27 50.00 18 FLOATING TURBIDITY BARRIER

02 36 80 SILT FENCE

02 82 10 FENCING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 00 10 CLEAN SAND, IMPORTED (MEASURED IN PLACE)

31 05 22 GEOTEXTILES USED AS FILTERS

31 32 12 SOIL EROSION AND SEDIMENT CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Goethals Bridge Replacement Wetland Mitigation project involves the restoration of 10.05 acres of low marsh, 2.5 acres of high marsh, 7.9 acres of scrub-shrub. Project work generally involves installation of erosion and sediment control measures, clearing, grubbing, excavation, disposal, grading, fill placement, planting with native salt marsh vegetation and maintenance and monitoring upon completion of construction and related incidental work. Complexities include tidal creek crossings, tidal marsh restoration, unconsolidated substrates, highly organic soils, invasive plants and herbivory predator issues.

Erosion and sediment control measures shall be installed at the limits of work and within Old Place Creek prior to beginning clearing, grubbing or earthwork. The 28.5 acre work area shall be cleared of all standing vegetation, except in those protected areas identified on the grading plan. Protected areas will, however, be cleared of invasive vegetation such as phragmites australis (common reed). After vegetation is cleared, the site will be grubbed to loosen the ground surface.

All excavated material, whether designated for onsite reuse or offsite disposal, shall be stockpiled and dewatered onsite. Excavated material designated for offsite disposal ("non-hazardous material with regulatory exceedances") shall be transported to an approved disposal facility after dewatering. Upon completion of excavation, finish grades shall be achieved across the site and temporary stabilization measures installed.

Approved clean fill shall be furnished, placed and graded. An as-built topographic survey will be provided to the District for review prior to planting. This survey can be completed sequentially as areas within the site reach the finish grade, if approved by the COR. Specified wetland and upland plant material shall be installed within designated planting periods. The guarantee/maintenance period shall run for a minimum of two years starting from the completion of construction AND shall encompass two full growing seasons. The guarantee/maintenance period shall end on October 15 following the second growing season. The Contractor shall be responsible for any watering or material replacement during this time period.

1.1.2 Location

The 49.84 acre project parcel is located along Old Place Creek, Richmond County, Staten Island, NY. The project area is bounded by Gulf Avenue along the east side, Old Place Creek along the north side, and a tributary of Old Place Creek along the west and by a disturbed marshlands to the south.

SECTION 01 11 00 Page 1

1.2 DEFINITIONS

1.2.1 Contracting Officer

Throughout the plans and specifications, the term "Contracting Officer" includes the Government's Contracting Officer and any person he designates as his representative or alternate (also known as Contracting Officer Representative (COR)).

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3.2 Any construction irregularity performed by the Contractor during the progress of the works shall be repaired and/or made to conform to the contract documents as stipulated in the Special Contract Requirements and Contract Clauses, shall be performed to the satisfaction of the Contracting Officer Representative and completed at no additional cost to the Government.

1.4 LOCATION OF UNDERGROUND UTILITIES

It is the Contractor's responsibility to detect, mark, and protect existing utilities (to remain) from damage during construction, as well as coordinate disconnection of utility services as necessary. Hand digging of test pits is required to locate actual utility locations. Between 2 and 10 working days prior to start of construction, not including the day of the call, weekends, or holidays the Contractor is required to notify: "Call Before You Dig - New York" (1-800-962-7962, www.digsafelynewyork.com)

Movement of construction machinery and equipment over pipes, valve boxes, and utilities to remain during construction shall be at the Contractor's risk. If a utility is inadvertently damaged, it shall be the Contractor's responsibility to restore that utility to operating condition, equal to that existing prior to damage. The Contractor shall remain at the site with the damaged utility until it has been restored and there is no danger to the public (i.e. exposed live electrical wires, etc.). Should the Contractor need to cut off utilities or services during the performance of the work, the County Department, City Department or Utility Company owning or controlling services shall be notified and requested to cut off these services. Any services cut off or interrupted by the Contractor's operations shall be restored at the Contractor's expense.

Any work adjacent to non-Government utilities shall be performed as indicated in accordance with procedures outlined by utility company.

Excavation made with power-driven equipment is not permitted within 2 feet of known Government-owned utilities or subsurface construction.

SECTION 01 11 00 Page 2

For work immediately adjacent to or for excavations exposing a utility or other buried obstruction, excavation shall be done by hand. Hand excavation shall be started on each side of the indicated obstruction and continue until the obstruction is uncovered or until clearance for the new grade is assured. Uncovered lines or other existing work affected by the Contract excavation shall be supported until approval for backfill is granted by the Contracting Officer. Damage to utility lines or subsurface construction shall be reported immediately to the Contracting Officer.

The Contractor shall remove only the existing utilities indicated on the plans. When utility lines are detected and/or encountered that are not indicated on the drawings, the Contracting Officer shall be notified prior to further work in that area.

1.5 UTILITY PROTECTION PLAN

Prior to commencement of construction, the Contractor shall submit a Utility Protection Plan detailing the methods for protection of all utilities, pipes, and valve boxes at the project site, as described in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Protection Plan ; G, RO .

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

NOT USED.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 12 00.00 18

DESIGN AND RECORD DRAWING REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

All RECORD DRAWINGS (or "as-builts") to be provided under this contract shall be accomplished and developed using computer-aided design and drafting (CADD) software and procedures conforming to the following criteria.

1.2 GRAPHIC FORMAT

All CADD data shall be supplied in Bentley Systems, three-dimensional, MicroStation V8, native electronic digital format (i.e., .dgn, .cel). The Contractor shall ensure that all digital files and data (e.g., model files, sheet files, reference files, cell libraries) are compatible with the Government's target CADD system (i.e., basic and advanced CADD software, platform, database software), and adhere to the standards and requirements specified herein. The term "compatible" means that data can be accessed directly by the target CADD system without translation, preprocessing, or postprocessing of the electronic digital data files. It is the responsibility of the Contractor to ensure this level of compatibility.

1.3 CADD STANDARDS

CADD drawings shall be prepared in accordance with the New York District CAD Standard Version 1.0, the governing subset of the Department of Defense Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard, Release 3.0. Standard drawing size shall be ANSI-D CADD drawings shall be prepared using inch-pound units.

All model files and sheet files shall include the following project code in their A/E/C CADD Standard file-name

The Contractor shall submit a written request for approval of any deviations from the Government's established A/E/C CADD standard. No deviations from the Government's established A/E/C CADD standard will be permitted unless prior written approval of such deviation has been received from the Government.

1.4 DELIVERY MEDIA AND FORMAT

All CADD data and files developed under this contract shall be delivered to the Government on electronic digital media at project completion, with each submittal as required in the Schedule of Work. The electronic digital data and files shall be provided on optical media (CD-ROM or DVD-R), referred to as a "disc." Each disc shall be delivered to the Government in a separate container, commonly referred to as a "jewel box." The electronic digital media shall be in a format that can be read and

SECTION 01 12 00.00 18 Page 1 processed by the Government's target CADD system.

Model files, sheet files, and other associated files shall not be device-dependent, nor shall the directory structure of the disc require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files directly from the disc. The directory structure of the disc shall be configured such that a complete download of the disc's contents to an electronic folder on a Government computer's hard drive will not require any reconfiguration or other manipulation on the Government's part to view, print, and plot the files.

A tagged portable document format (.pdf) file containing the set of full-sized plotted Sheet Files shall be also included on each disc. This .pdf set shall contain active bookmarks linking to each drawing in the set. The initial view of this set shall conform to the following settings: Layout and Magnification/Navigation Tab set to Bookmarks Panel and Page. Layout and Magnification/Page Layout set to Single Page. Layout and Magnification/Magnification set to Fit Page.

Each disc shall be labeled with a printed label and each printed disc label shall contain, as a minimum, the following information:

(1) The Project's Name, Contract Number (and Delivery Order Number if applicable), date, and version and/or submission number.

(2) The name of the preparer's firm and the name and phone number of the preparer's Point-of-Contact for the project.

(3) The sequence number of the digital media for multiple-disc submittals.

(4) A description of the contents of the disc (e.g., "Architectural Plans," etc.).

Note: it is acceptable, storage permitting, to include specifications, design analyses and other data on the disc as space permits. These items shall be included in the disc label in accordance with paragraph above.

1.5 HARD COPY TRANSMITTALS

A transmittal letter shall accompany each electronic digital media submittal to the Government. The transmittal letter shall be dated and signed by the appropriate Contractor's representative. The transmittal letter shall be provided to the Government on 8-1/2-inch by 11-inch paper. An electronic copy of the transmittal letter in .pdf format shall also be provided on the electronic digital media submitted to the Government. The transmittal letter shall contain, as a minimum, the following information:

(1) The information included on the external label of each CD-ROM, along with the total number being delivered, and a list of the names and descriptions of the files on each media unit.

(2) List of all new symbol cells created for the project, which were not provided to the Contractor with the Government-furnished materials. List of all new figures, symbols, tables, schedules, details, and other cells created for the project, which were not provided to the Contractor with the Government-furnished materials, and any associated properties. List of all database files associated with each drawing, as well as a description and documentation of the database format and schema design. Recommended

SECTION 01 12 00.00 18 Page 2 modifications which will be necessary to make the data available for GIS use.

(3) Certification that all delivery media are free of known computer viruses. A statement including the name(s) and release date(s) of the virus-scanning software used to analyze the delivery media, the date the virus scan was performed, and the operator's name shall also be included with the certification. The release or version date of the virus-scanning software shall be the current version which has detected the latest known viruses at the time of delivery of the digital media.

(4) A statement indicating that the A-E will retain a copy of all delivered electronic digital media (with all files included) for at least one year and, during this period of time, will provide up to 2 additional copies of each to the Government, if requested, at no additional cost.

(5) List of any deviations from the Government's standard level scheme and file-naming conventions and a copy of the Government's signed and dated approval letter allowing these exact deviations from the New York District CAD Standard.

The Contractor shall also provide paper copies of drawings as indicated in the paragraph entitled "Record Drawings" in Section 00 73 00 SPECIAL

CONTRACT REQUIREMENTS.

1.6 OWNERSHIP

The Government, for itself and such others as it deems appropriate, will have unlimited rights under this contract to all information and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, or disclose text, data, drawings, and information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the Contractor. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated under this contract shall become the property of the Government. By reference, the following DFAR clauses are included in this contract as a part of the requirements herein:

a. DFAR 252.227-7013, "Rights in Technical Data - Noncommercial Items."

b. DFAR 252.227-7017, "Identification and Assertion of Use, Release, or Disclosure Restrictions."

c. DFAR 252.227-7020, "Rights in Special Works."

d. DFAR 252.227-7028, "Technical Data or Computer Software Previously Delivered to the Government."

e. DFAR 252.227-7037, "Validation of Restrictive Markings on Technical Data."

f. DFAR 252.227-7025, "Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restrictive Legends."

SECTION 01 12 00.00 18 Page 3

g. DFAR 252.227-7014, "Rights in Noncommercial Computer Software and Noncommercial Computer Software Documentation."

1.7 GOVERNMENT-FURNISHED MATERIALS

The New York District CAD Standard, Cover and Border sheet model files shall be downloaded from this website:

http://www.nan.usace.army.mil/business/buslinks/contract/ae/index.htm.

The A/E/C CADD Standard shall be downloaded from this website:

https://cadbim.usace.army.mil/CAD.

1.8 RETAINAGE

Failure of the Contractor to provide the associated design or construction documents in compliance with the New York District CAD Standard, will result in the following retainages. The retainage shall be released following the approval of the New York District CAD Standard compliant deliverables. These retainages reflect the cost to the Government to revise and correct the design or construction documents to bring them into compliance with the New York District CAD Standard:

All electronic submittals. $2,000 retainage shall be held from the Contractor if electronic submittals are not in compliance with the provisions of paragraph titled DELIVERY MEDIA AND FORMAT above.

Final CAD submittal. $25,000 retainage shall be held from the Contractor if CAD deliverables are not in compliance with the New York District CAD Standard.

Record ("As-Built") CAD submittal. $15,000 retainage shall be held from the Contractor if record ("as-built") CAD deliverables are not in compliance with the New York District CAD Standard.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 12 00.00 18 Page 4

SECTION 01 31 10.00 18

PROJECT SCHEDULE: BAR CHART

NYD EDITION 08/05

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-12 Schedules

Initial Project Schedules ; G, RO

Revised Project Schedule ; G, RO

Periodic Schedule Update ; G, RO

Progress Curve Report Format ; G, RO

Narrative report with schedule updates-Format ; G, RO

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

Pursuant to the Contract Clause, SCHEDULES FOR CONSTRUCTION CONTRACTS, and Special Contract Requirements SCHEDULING AND DETERMINATION OF PROGRESS the Contractor shall prepare and submit for approval a practicable project schedule. The schedule will be submitted within fifteen (15) calender days after receipt of Notice to Proceed or as otherwise determined by the Contracting Officer.

3.1.1 BASIS FOR PAYMENT

The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.1.2 PROJECT SCHEDULE

The Project Schedule shall be in the form of a chart consisting of a series of bars graphically indicating the sequence proposed to accomplish each work feature or operation. Each bar will represent a work features, system or series of activities within the construction project. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. Interdependence of status of activities shall be shown. Horizontal time scale shall allow identifica-

SECTION 01 31 10.00 18 Page 1 tion of the first work day of each week, which shall be identified. Space between bars shall be allowed for future revisions and notations. Initial Project Schedule shall be submitted for approval within fifteen (15) calendar days after Notice to Proceed. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail. The initial schedule shall be reviewed by the Government to determine compliance with contract requirements and realistic completion of the project in the period indicated. A revised project schedule shall be submitted based on Government review, if required.

3.1.2.1 PROGRESS CURVE

With the Project Schedule the Contractor shall also submit for approval a progress curve which reflects the intended schedule for completing the work. The progress curve (S-Curve) will be plotted to reflect Cumulative Progress (Percent) based on placement along the y-axis and Time along the x-axis.

3.1.2.2 SCHEDULE AND PROGRESS CURVE UPDATE

Approved Schedule and Progress Curve will be updated monthly during the entire duration of construction. Not later than four days after the Monthly Progress Meeting the Contractor shall submit updated Project Schedule and Progress Curve. The updated versions shall include all approved contract revisions, progress of each activity to date of submission, and adjustments. Contractor shall also provide a very brief narrative report as required to indicate any problem areas, anticipated delays, impact on schedule, and corrective action.

3.1.2.3 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include on-site meetings or other regular intervals mutually agreed to at the preconstruction conference. During this meeting the Contractor will describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project.

The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate. See paragraph 35.

COORDINATION CONFERENCES in Section 00 80 00.00 18 SPECIAL CONTRACT REQUIREMENTS for further details.

SECTION 01 31 10.00 18 Page 2

SECTION 01 33 00.00 18

SUBMITTAL PROCEDURES

(CENAN-CO-CQ 09/05)

PART 1 GENERAL

1.1 SUMMARY

This section covers procedures to be used in making submittals called for in the contract documents. In contracts which contain specific "Contractor Quality Control" requirements, the Contractor's Quality Control Representative shall carry out duties associated with submittal procedures. In contract which do not contain specific CQC requirements, reference to "CQC Representative" shall be interpreted as reference to the Contractor's authorized representative, and references to "CQC Requirements" or "CQC Clauses" shall be interpreted as "requirements or clauses elsewhere in the contract."

1.2 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Preprinted manufacturer material describing a product, system, or material, such as catalog cuts.

SD-04 Samples

Samples, including both fabricated and un-fabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Submittals, which provide calculations, descriptions, or documentation regarding the work.

SD-06 Test Reports

Reports of inspections or tests, including analysis and interpretation of

SECTION 01 33 00.00 18 Page 1 test results.

SD-07 Certificates

Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of the contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material; including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Daily reports from specially suppliers to the Contractor that provide information, data, tests result for a product.

SD-10 Operation and Maintenance Data

Data, which forms a part of an operation and maintenance manual.

SD-11 Closeout Submittals

All data, documentations, information, and drawings to achieve contract closeout.

SD-12 Schedules

All data, documentations, information, and drawings to achieve contract closeout.

SD-13 Records

Documentation to record compliance with technical or administrative requirements.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved/Acceptance (G)

Government approval is required for all specification submittal items found in specifications having structural steel connections, extensions of design, Fire Protection/Life Safety, and Commissioning of HVAC, and other items as designated by the Contracting Officer. Government approval/acceptance (G) is also required for all submittals designated as such in the technical specifications. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below.

SECTION 01 33 00.00 18 Page 2

1.3.2 Information Only (FIO)

All Contractor submittals not requiring Government approval/acceptance will be for information only. FIO submittals are identified in the approved submittal register. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. FIO Submittals will be retained at the project site and reviewed prior to Preparatory Meetings in accordance with Section 01 45 04.00 18 , CONTRACTOR

QUALITY CONTROL.

1.3.3 Government Approval/Acceptance (G)

All submittals classified for Government Approval/Acceptance (G) are identified in the approved submittal register. A code following the "G" designation indicates the approving authority; codes of "RO" for Resident Office approval, "DO" for Engineering (Design Branch) approval, and "PB" for Project Biologist or Botanist approval.

1.4 APPROVED/ACCEPTANCE SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the CQC requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.5 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.6 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to

SECTION 01 33 00.00 18 Page 3 submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) representative and each item shall be stamped, signed, and dated by the CQC representative indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.2 SUBMITTAL REGISTER

At the end of this section is one set of listing items of equipment and materials for which submittals are required by the specifications; this list is not all inclusive and numerous additional submittals will be required, particularly in Divisions 15 and 16. Some columns have already been completed by the Government. All blank columns shall be completed by the Contractor.

For projects utilizing the QCS System (see Section 01 45 02.00 18 ) the Contractor will input the entire submittal register into QCS. The Government may supply the submittal register on the QCS electronic format. In either case, the contractor will be required to process and update the submittal register in QCS, and make appropriate electronic submissions to the Government.

For projects which do not utilize the (Contractor's) QCS System, the Contractor shall complete all columns which apply to the Contractor, and submit the forms (hard copy plus associated electronic file).

In any case, the initial submittal register must be updated by the Contractor and submitted to Government for approval within 30 calendar days after Notice to Proceed (15 days if construction time is 180 days or less). In addition, the Contractor shall update the submittal register electronically, and shall submit it to the Government together with the monthly payment request.

The approved submittal register will be used to control submittals throughout the life of the contract. The submittal register and the progress schedules shall be coordinated. NOTE: The Contractor is required to add additional entries to the Submittal Register for all items requiring multiple submittals, including Formwork Shop Drawings per Lift, Concrete Reinforcement per Lift, Concrete Lift Drawings per Lift, Multiple Shop Assembly Drawings, etc. These entries should be made prior to original submission of the submittal register within 30 days of Notice to Proceed.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed

SECTION 01 33 00.00 18 Page 4 for time lost in late submittals. An additional 10 calendar days shall be allowed and shown on the register for review and approval of submittals for food service equipment, refrigeration and HVAC control systems, computer software for specialty systems, electrical substations, and studies including electrical system coordination studies.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

If the Contractor is required in another section of the specifications to utilize the Quality Control System (QCS), the Contractor will be required to generate and process this form electronically using the QCS system.

3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

At the Quality Control Coordination meeting, or preconstruction conference, the Contractor…