W912EP-17-R-0008_Volume_2.pdf

W912EP-17-R-0008

Jacksonville District

Herbert Hoover Dike Rehabilitation Project, Reach 1 Cutoff Wall Extension

Palm Beach County, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for Issue Date

HHD Rehabilitation Project, Reach 1 Cutoff Wall W912EP-17-R-0008 Extension, Palm Beach County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - TECHNICAL INFORMATION

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER AND WATER STAGE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 57 50 DRILLING PROGRAM PLAN

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 32 00 VERIFICATION DRILLING AND PERMEABILITY TESTING OF

IN-PLACE CUTOFF WALL

02 32 10 SUBSURFACE DRILLING AND SAMPLING FOR PIEZOMETER

INSTALLATION

02 35 29 CUTOFF WALL

02 41 00 DEMOLITION

DIVISION 13 - SPECIAL CONSTRUCTION

13 50 00 INSTRUMENTATION (GENERAL)

13 50 05 AUTOMATED DATA ACQUISITION SYSTEM (ADAS)

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 LIMEROCK BASE FOR ROADS

32 12 16 ASPHALT FOR ROADS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 24 15 VIBRATING WIRE PIEZOMETERS

33 29 00 DECOMMISSIONING WELLS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 41 00 EMBANKMENT CONSTRUCTION

35 42 01 CUTOFF WALL CONSTRUCTION DATA REPORT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

DESIGNATION - C 414

PID - AD8246

STATE/COUNTY- FL/PALM BEACH

COUNTRY - US

USGS QUAD - LAKE HARBOR (1970)

MARKER: METAL ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: C 414 1992

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 16, 2013 ROD/PIPE-DEPTH: 13.0 meters

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED NGS

HISTORY - 20130616 GOOD BAKER

STATION DESCRIPTION

5.55 MI WESTERLY ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE

HIGHWAY 880 IN BELLE GLADE, THENCE 0.25 MI NORTHERLY ALONG A PAVED

ROAD TO THE TOP OF THE LAKE OKEECHOBEE LEVEE, THENCE 2.90 MI WESTERLY

ALONG A LEVEE ROAD, ON THE EXTENDED CENTER FROM A ROAD LEADING SOUTH

FROM STATE HIGHWAY 80, 12.5 FT NORTHEAST OF THE CENTER OF THE LEVEE

ROAD, 2.0 FT BELOW THE LEVEL OF THE ROAD, AND 2.0 FT NORTHWEST OF A

WITNESS POST.

NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

STATION RECOVERY (2013)

RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)

WITNESS POST IS MISSING.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

DESIGNATION - D 489

PID - AJ3509

STATE/COUNTY- FL/PALM BEACH

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: D 489 2000

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

OBSERVATIONS - June 15, 2013 ROD/PIPE-DEPTH: 6.1 meters

HISTORY - Date Condition Report By

HISTORY - 2000 MONUMENTED FLDEP

HISTORY - 20020518 GOOD MAPTEC

HISTORY - 20130615 GOOD BAKER

STATION DESCRIPTION

THE MARK IS ABOUT 13.5 MI SOUTHWEST OF CANAL POINT, 4.0 MI NORTH OF

SOUTH BAY, 3.5 MI WEST OF BELLE GLADE, ON THE EAST SIDE OF LAKE

OKEECHOBEE.

TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD

80 IN SOUTH BAY, GO NORTHERLY ON U.S. HIGHWAY 27 FOR 1.6 MI TO THE

JUNCTION OF A PAVED LEVEE ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED

ROAD AND GO NORTHEAST FOR 0.15 MI TO THE ENTRANCE TO THE CITY OF SOUTH

BAY MUNICIPAL BOAT RAMP ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD

AND GO NORTH UPHILL FOR 0.05 MI TO THE TOP OF THE LAKE OKEECHOBEE

LEVEE ROAD, TURN RIGHT ON THE LEVEE ROAD AND GO NORTHEAST FOR ABOUT

80.0 FT TO A LOCKED GATE ACROSS THE LEVEE ROAD, PASSING THRU THE

LOCKED GATE CONTINUE NORTHEAST FOR 1.2 MI TO ANOTHER LOCKED GATE

ACROSS THE LEVEE ROAD, PASSING THRU THE LOCKED GATE CONTINUE NORTHEAST

FOR 0.2 MI TO PUMPING STATION NUMBER 2, CONTINUE NORTHEAST ON THE

LEVEE ROAD FOR 0.4 MI PASSING THROUGH 5 MORE LOCKED GATES TO THE

INTERSECTION OF WEST CANAL STREET, CONTINUE NORTHEAST FOR ABOUT 160.0

FT TO A LOCKED GATE, CONTINUE NORTHEAST ON THE LEVEE ROAD FOR 1.6 MI

TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A

DEPTH OF 20.0 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 15.0 FT

BELOW THE LEVEL OF THE LEVEE ROAD, THE DATUM POINT IS RECESSED 0.6 FT

SECTION 00 31 21 Page 2

BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 590.0 FT NORTHEAST OF THE

APPROXIMATE CENTERLINE OF A PAVED ROAD AND A CABLE GATE, 214.0 FT

SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A FARM DITCH LEADING EAST,

79.5 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD,

61.6 FT NORTHWEST OF THE WEST EDGE OF A FARM DITCH, 1.0 FT NORTHWEST

OF A METAL POST AND 0.6 FT NORTHWEST OF A CARSONITE WITNESS POST.

NOTE: ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

CARSONITE WITNESS POST IS MISSING. METAL WITNESS POST IS MISSING.

SECTION 00 31 21 Page 3

DESIGNATION - LO 7

PID - AD8234

STATE/COUNTY- FL/PALM BEACH

MARKER: SURVEY DISK

SETTING: SET IN A MASSIVE RETAINING WALL

SP_SET: RETAINING WALL

STAMPING: LO 7 1982 BM

MARK LOGO: SFLWMD

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

SATELLITE OBSERVATIONS - June 13, 2013

HISTORY - Date Condition Report By

HISTORY - 1982 MONUMENTED SFLWMD

HISTORY - 19920327 GOOD NGS

HISTORY - 20071101 GOOD GCT

HISTORY - 20130613 GOOD BAKER

STATION DESCRIPTION

0.20 MI NORTHERLY ALONG BERNER ROAD FROM THE POST OFFICE IN CLEWISTON,

THENCE 1.85 MI EASTERLY ALONG STATE HIGHWAY 80, THENCE 0.35 MI

NORTHERLY ALONG RIDGELAWN ROAD LEADING THROUGH A CORPS OF ENGINEERS

COMPLEX TO THE TOP OF THE LAKE OKEECHOBEE LEVEE, THENCE 4.60 MI

EASTERLY ALONG A LEVEE ROAD, IN TOP OF AND 0.3 FT SOUTHEAST OF THE

NORTHWEST END OF THE CONCRETE RETAINING WALL OF AN INTAKE AT PUMPING

STATION NUMBER S 236, 110.9 FT NORTHEAST OF THE CENTER OF THE LEVEE

ROAD, 9.8 FT BELOW THE LEVEL OF THE ROAD, 0.7 FT WEST OF THE WEST

CORNER OF A CHAIN-LINK FENCE, AND 0.3 FT NORTHEAST OF THE SOUTHWEST

EDGE OF THE RETAINING WALL.

STATION RECOVERY (2007)

RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2007 (HWW)

RECOVERED IN GOOD CONDITION.

RECOVERED IN GOOD CONDITION.

SECTION 00 31 21 Page 4

DESIGNATION - E 414

PID - AD8232

STATE/COUNTY- FL/PALM BEACH

MARKER: METAL ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: E 414 1992

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: MARKER IS A STEEL ROD

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - June 13, 2013 ROD/PIPE-DEPTH: 9.7 meters

HISTORY - Date Condition Report By

HISTORY - 1992 MONUMENTED NGS

HISTORY - 20020518 GOOD MAPTEC

HISTORY - 20130613 GOOD BAKER

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1992

0.3 KM (0.20 MI) NORTHERLY ALONG BERNER ROAD FROM THE POST OFFICE IN

CLEWISTON, THENCE 3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 80,

THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG RIDGELAWN ROAD LEADING

THROUGH A CORPS OF ENGINEERS COMPLEX TO THE TOP OF THE LAKE

OKEECHOBEE LEVEE, THENCE 10.3 KM (6.40 MI) EASTERLY ALONG A LEVEE

ROAD, ON THE EXTENDED CENTER OF A CROSSOVER OF STATE HIGHWAY 80, 4.4

M (14.4 FT) NORTHEAST OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) BELOW

THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS

POST.

NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.

STATION RECOVERY (2002)

RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)

RECOVERED AS DESCRIBED.

STATION RECOVERY (2013)

WITNESS POST IS MISSING.

SECTION 00 31 21 Page 5

1. The below stated water fluctuations are for informational purposes only and are not to be utilized in conjunction with any contract related hydrographic surveying purposes as noted on the control drawing(s) of the contract plans. All elevations in this Section 00 33 50 are in feet, National Geodetic Vertical Datum of 1929 (feet, NGVD).

2. The Herbert Hoover Dike (HHD) Reach 1 Cutoff Wall Extension Project is located in Reach 3 from Structure 2 (S-2) and extends west to Structure 3 (S-3.)

3. Structure 2 (S-2) is located in the HHD, Levee D2, on the south shore of Lake Okeechobee, approximately four miles a pump station that consists of four pumping units with a total pump capacity of 3,600 cfs. S-2 is adjacent to S-351. This pump station pumps surplus water into Lake Okeechobee from the Hillsboro and North New River Canals when the water elevation in either of these canals exceeds an elevation of 13.0 feet, NGVD.

4. S-351 is a 3-bay reinforced concrete U-shaped spillway consisting of 3 vertical lift gates installed on the crest of the ogee weir. In the closed position the top of the gates will seal against the bottom of the reinforced concrete. This structure is located in HHD, Levee D2 (L-D2) at the intersection of the Hillsboro and North New River Canals which is approximately three miles west of the city of Belle Glade.

S-351 allows releases from Lake Okeechobee to meet water requirements in the Hillsboro or North New River Canal Service areas. The design discharge is 1,500 cfs when the headwater elevation is 10.5 and tailwater is 10.0 ft., NGVD. S-351 is also operated to pass regulatory releases up to the authorized flood control capacity of 2,400 cfs, from Lake Okeechobee south through the Hillsboro and North New River Canals after local runoff has been sufficiently removed. Under this 2,400 cfs discharge, the headwater may reach an elevation up to 24.5 feet, NGVD and the tailwater may reach up to 13.5 feet, NGVD.

However, under low water regulation, S-351 is operated to maintain an optimum tailwater elevation range from 11.5 to 12.0 feet, NGVD.

5. Structure 3 (S-3) is a pump station that consists of 3 pumping units with a total pump capacity of 2,580 cfs. S-3 is adjacent to S-354. This pump station pumps surplus water into Lake Okeechobee from the Miami Canal when the water elevation in either of these canals exceeds an elevation of 13.0 feet, NGVD.

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 1

6. S-354 is a 2-bay reinforced concrete U-shaped spillway consisting of 2 vertical lift gates installed on the crest of the ogee weir. In the closed position the top of the gates will seal against the bottom of the reinforced concrete. This structure is located in HHD, Levee Dam 9 (L-D9) at the north end of the Miami Canal which is approximately three miles west of the city of Belle Glade. S-354 is normally closed; however, the gates are opened for the following three purposes: (1) to meet agricultural requirements in the area served by the Miami Canal between Lake Harbor and Structure 8 (S-8) or meet requirements in coastal Miami-Dade County or in the Everglades National Park, and/or (2) to discharge flood flows from the Everglades Agricultural Area between S-354 and S-8 when Lake Okeechobee is low (generally below 11.0 ft., NGVD), and/or (3) to make regulatory discharges from Lake Okeechobee when conditions in the Everglades Agricultural Area allow, and when Water Conservation Area 3A is below schedule. The design discharge is 1,450 cfs when the headwater elevation is 10.5 and tailwater is 10.0 ft., NGVD. However, S-354 could discharge up to 2,000 cfs at a headwater and tailwater elevation of 27.7 and 13.2 ft., NGVD, respectively.

7. Water levels at the project locations are mainly affected by rainfall, evaporation, local runoff, groundwater levels (e.g., seepage from Lake Okeechobee) and the operation of Lake Okeechobee. Lake Okeechobee is managed by the Jacksonville District, U.S. Army Corps of Engineers (Corps) in accordance with the 2008 Lake Okeechobee Regulation Schedule (2008 LORS), which is shown in Figures 1 through 4. The lake’s optimum range of elevations is between 12.5 and 15.5 feet, NGVD on a seasonally varying basis. This optimum elevation range may be exceeded due to rainfall events over the lake’s watershed, and/or wind effects on the lake.

8. Historical average daily Lake Okeechobee elevations from January 1932 through July 18, 2016 are provided graphically in Figure 5. The maximum average daily lake elevation of 18.77 feet, NGVD occurred on November 3, 1947. These average daily water elevations may be exceeded due to rainfall events over the lake’s watershed, and/or wind effects on the lake. Exceedance curves for the Lake Okeechobee average daily water elevations for the above referenced period of record are contained in Figure 6. The graph contains the 10, 25, 50, 75 and 90 percent exceedance values through the calendar year. For example, for a given day in the calendar

SECTION 00 33 50 Page 2 year, the “10% Exceedance” curve shows the water elevation at which 10 percent of the values on that day were greater for the period of record. These graphs may also be used as a rough indicator of the probable seasonal variations in elevations.

9. Historical discharges through S-351 for the period of record from May 1, 1998 through July 18, 2016 are provided graphically in Figure 7. A maximum discharge of 2,303 cfs occurred on January 19, 2015.

10. Historical Hillsboro Canal elevations from October 1, 1976 through July 6, 2016 are provided graphically in Figure 8. A maximum elevation of 12.78 feet, NGVD occurred on July 26, 1988.

11. Historical North New River Canal elevations for the period of record from October 1, 1968 through May 1, 2016 are provided graphically in Figure 9. A maximum elevation of 13.24 feet, NGVD occurred on March 11, 1986.

12. Historical discharges through S-354 for the period of record from June 1, 1985 through July 18, 2016 are provided graphically in Figure 10. A maximum discharge of 1,560 cfs occurred on September 12, 1992.

13. All hydrometeorological data in this Section 00 33 50 are provisional and subject to revision. The contractor should understand that historical water elevations and discharges are not necessarily indicative of future water elevations and discharges.

The contractor should be able to obtain hydrometeorological data from the Corps’ Jacksonville District Water Management Section's website, which can be found at:

http://www.saj.usace.army.mil/Missions/CivilWorks/WaterManagement.asp x and South Florida Water Management District’s website which can be found at: http://www.sfwmd.gov.

14. The contractor should not expect that work can be done under “no flow,” “low flow” or dry conditions.

15. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data – Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area. Subscription price and ordering information is available from the National Climatic Data Center, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/.

SECTION 00 33 50 WEATHER AND WATER STAGE DATA

SECTION 00 33 50 Page 3 http://www.saj.usace.army.mil/Missions/CivilWorks/WaterManagement.aspx http://www.saj.usace.army.mil/Missions/CivilWorks/WaterManagement.aspx http://www.sfwmd.gov/portal/page/portal/sfwmdmain/home%20page http://www.sfwmd.gov/portal/page/portal/sfwmdmain/home%20page http://www.ncdc.noaa.gov/

16. The climate in the project area is subtropical and humid. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. Temperatures below freezing are rare. May is generally a transitional month in which storms that typically occur in June through September may begin. The typical rainfall from October through May is associated with mid-latitude systems (fronts and low-pressure systems) and is distributed in a spatially uniform pattern. Typical June through September rainfall is closely associated with convective activity. These rainfall events are normally of short duration and amounts are quite variable spatially.

Occasionally, daily rainfall during the typical rainfalls of October through May could be quite heavy as mid-latitude systems penetrate into Florida. Weather forecasts as well as actual rainfall information from the National Weather Service Miami-South Florida forecast office can be accessed at: http://www.srh.noaa.gov/mfl/.

17. The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK

DAYS BASED ON 5-DAY WORK WEEK

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches is provided for the project area in the below table. This information is based on data obtained from Station Belle Glade, Florida located at latitude

26.6928 and longitude -80.6711. The data was obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Florida, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010. The values in this table have been rounded to the nearest whole number.

Average Number of Days per Month Converted to a 5 Day Work Week

With Precipitation >= 0.50 Inches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

BELLE

GLADE

SECTION 00 33 50 Page 4 http://www.srh.noaa.gov/mfl/

SECTION 00 33 50 Page 5

SECTION 00 33 50 Page 6

SECTION 00 33 50 Page 7

SECTION 00 33 50 Page 8

Figure 5

6.00

8.00

10.00

12.00

14.00

16.00

18.00

20.00

E le va tio n (f ee t, N G

V D

Lake Okeechobee Elevation (January 1932 through July 18, 2016)

The maximum elevation of 18.77 feet, NGVD occurred on November 3, 1947.

SECTION 00 33 50 Page 9

Figure 6

0.00

2.00

4.00

6.00

8.00

10.00

12.00

14.00

16.00

18.00

20.00

1-Jan 1-Feb 1-Mar 1-Apr 1-May 1-Jun 1-Jul 1-Aug 1-Sep 1-Oct 1-Nov 1-Dec

E le va tio n ( f ee t, N G

V D

Lake Okeechobee Exceedance Curves (January 1932 through July 18, 2016)

10% Exceedance

25% Exceedance

50% Exceedance

75% Exceedance

90% Exceedance

SECTION 00 33 50 Page 10

Figure 7

1,000

1,500

2,000

2,500

3,000

1998 2000 2002 2004 2006 2008 2010 2012 2014 2016

D is ch ar ge (c fs

S-351 Discharge (May 1, 1998 through July 18, 2016)

A maximum discharge of 2,303 cfs occurred on January 19, 2015.

SECTION 00 33 50 Page 11

Figure 8

E le va tio n (f ee t, N G

V D

Hillsboro Canal Elevation (October 1, 1976 through July 6, 2016)

(As measured approximately 420 feet from intersection with North New River Canal)

A maximum elevation of 12.78 feet, NGVD occurred on July 26, 1988.

SECTION 00 33 50 Page 12

Figure 9

E le va tio n (f ee t, N G

V D

North New River Canal Elevation (October 1, 1968 through May 1, 2016)

A maximum elevation of 13.24 feet, NGVD occurred on March 11, 1986.

SECTION 00 33 50 Page 13

Figure 10

D is ch ar ge (c fs

S-354 Discharges (June 1, 1985 - July 18, 2016)

A maximum flow of 1,560 cfs was recorded on September 12, 1992.

SECTION 00 33 50 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.1.1 Phase 1

1.3.1.2 Phase 2

1.3.1.3 Phase 3

1.3.1.4 Phase 4

1.3.2 Order of Work

1.3.3 Location and Access

1.3.4 Safety Requirements

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather and Water Stage Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 EXISTING UTILITIES

1.10.1 Under Ground Utility Location

1.10.2 Notification Prior to Excavation

1.10.3 Utilities at South Bay Boat Ramp

1.10.4 Utilities at Structure S-276

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report For Herbert Hoover Dike Rehabilitation Project, Reach 1 Cutoff Wall Extension

EM 385-1-1 Safety and Health Requirements Manual

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Temporary Turnout Plan ; G, RO

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes constructing 6.5 miles of cutoff walls in Reach 3 (Segments 1, 2, and 3) of the Herbert Hoover Dike (HHD) embankment from South Bay to Lake Harbor. Work is divided into phases as follows:

1.3.1.1 Phase 1

The limits of construction are from Station 2569+00 to Station 2576+00.

Cutoff wall construction is from Station 2570+00 to Station 2575+00 (Demonstration Section).

1.3.1.2 Phase 2

The limits of construction are from Station 2574+00 to Station 2698+00 and Station 2723+00 to Station 2908+00. Cutoff wall construction is from Station 2575+00 to Station 2697+00 and Station 2724+00 to Station 2907+00.

1.3.1.3 Phase 3

The limits of construction are from Station 2696+00 to Station 2725+00.

SECTION 01 11 00 Page 2

Cutoff wall construction is from Station 2697+00 to Station 2724+00.

1.3.1.4 Phase 4

The limits of construction are from Station 2566+00 to Station 2571+00.

There is an adjacent Construction Contractor whose work begins at Station 2567+00 and proceeds north. This contract has been structured with Phasing such that adjacent work efforts (by others) are complete minimizing the potential for overlapping work efforts. Cutoff wall construction is from Station 2567+00 to Station 2570+00.

1.3.2 Order of Work

The Contractor will receive a separate Notice to Proceed (NTP) for each phase of work. The first NTP will be to construct a 500 linear feet cutoff wall demonstration section as shown (Phase 1). Once the demonstration section is accepted by the Government, NTP for Phase 2 will be issued. Subsequent NTPs may be issued prior to completion of Phase 2.

1.3.3 Location and Access

The project area is located on the south side of Lake Okeechobee between South Bay and Lake Harbor in Palm Beach County, Florida.

The Contractor's entrances are shown on the drawings and are shared by others. The Contractor shall comply with all language contained within the Rights of Entries obtained by the United States Army Corps of Engineers (USACE). The Contractor is responsible for obtaining and complying with all Federal, State, County, and any other jurisdictional agency, requirements for permits, criteria, and use. The South Bay Boat Ramp existing access ramps as shown shall not be used for construction.

For construction access, construct access ramps and turn-around to accommodate construction equipment and construction means and methods.

While working in or driving through the limits of the South Bay Boat Ramp (Station 2637+00 to Station 2647+00), the Contractor shall use flagmen to direct and coordinate all traffic movement within the limits of the South Bay Boat Ramp.

For access and traffic control along the crest of HHD, the Contractor may elect to design and construct temporary turnouts every 1000 feet along the embankment. If so elected, the Contractor must provide a design and submit a Temporary Turnout Plan for approval by the government prior to commencement of work. The plan shall comply with the requirement of Haul Road prescribed in Specification Section 01 50 02 Temporary Construction Facilities.

The Contractor may utilize area within the limits of construction as laydown areas. The limits of construction are shown. If the lakeside slope of the embankment is used, the lakeside slope will be subject to lake-stage, lake-surge and lake-waves which may inundate the lakeside slope, see specification section 00 33 50 .

1.3.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the Clause COMMENCEMENT, SECTION 01 11 00 Page 3

PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

b. In addition to the above, the following shall apply: The time for completion does not include establishment of grass. Grass shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in the paragraph SOD ESTABLISHMENT PERIOD of Section 32 92 23 SODDING.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.6.2 Weather and Water Stage Data

See Section 00 33 50 WEATHER AND WATER STAGE DATA. It is the Contractor's responsibility to obtain information concerning wind and rain.

1.6.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.4 Maritime Traffic

It is anticipated that there will be no impacts to maritime traffic.

1.7 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.7.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey

SECTION 01 11 00 Page 4

Notes that must be duplicated if an attempt to recreate the subject survey is desired.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.7.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.8 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.9 EXISTING WORK

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

SECTION 01 11 00 Page 5

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.

1.10 EXISTING UTILITIES

1.10.1 Under Ground Utility Location

All underground utilities within the work limits must be positively identified in accordance with the American Society of Civil Engineers, Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data (latest edition). All underground utilities within the work limits must be positively identified by a private utility locating service and coordinated with the Government. Any utilities found which are not shown on the construction drawings must be brought to the Contracting Officer's attention prior to proceeding with construction.

The Contractor shall coordinate service disconnections of active utilities with the Contracting Officer at least 30 days prior to impacting the utility with construction activities and shall provide weekly progress updates until such time that the utility is taken out of service. The progress update shall include the date at which the active utility impacts construction such that there is no disruption to the Contractor's work and progress.

1.10.2 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact utility authority 15 days prior to excavating.

Contractor is responsible for marking all utilities not marked by utility authority.

1.10.3 Utilities at South Bay Boat Ramp

At the South Bay Boat Ramp there is an inactive 12 inch ductile iron pipe, raw waterline, crossing the cutoff wall alignment. The Contractor shall remove this pipe and appurtenant features from the embankment to the limits shown. Abandon any portion of pipe not removed in accordance with Section 02 41 00 DEMOLITION. The excavation shall be backfilled with compacted soil in accordance specification section 35 41 00 EMBANKMENT

CONSTRUCTION.

1.10.4 Utilities at Structure S-276

At Structure S-276 there are underground utilities buried approximately 3 feet deep. The Contractor shall coordinate through the Contracting Officer with Operations Division staff to de-energize and secure the utilities. The Contractor shall remove the wires from each (6 are expected) conduit, remove a section from each conduit as required to install cutoff wall beneath the conduits. Once the cutoff wall is installed, install the section of removed conduit and install the wires as they were prior to construction.

SECTION 01 11 00 Page 6

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location for a daily precipitation greater than or equal to

0.50 inches and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER AND WATER STAGE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK.

1.11.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER AND WATER STAGE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0008)

1.4.2 Piezometers (Line Items 0013, 0020 and 0025)

1.4.3 12" DIP Removal (Line Item 0014)

1.4.4 Transport Stockpile Material (Line Item 0015)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Work Platform Installation (Line Items 0002, 0009, 0016 and

0021)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Work Platform Removal (Line Items 0003, 0010, 0017 and 0022)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Cutoff Wall (Line Items 0004, 0011, 0018 and 0023)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Verification Coring/Testing (Line Items 0005, 0012, 0019 and

0024)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Standby Time (Line Item 0006)

1.5.5.1 Payment

1.5.5.2 Unit of Measure

1.5.6 Contracting Officer's Field Office (Line Item 0007)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

SECTION 01 22 00 Page 1

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 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. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of lump sum items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

SECTION 01 22 00 Page 3

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Items 0001 and 0008)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination associated with each Notice to Proceed (NTP).

See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Piezometers (Line Items 0013, 0020 and 0025)

Payment will be made for costs and materials associated with or incidental to the installation of piezometers.

1.4.3 12" DIP Removal (Line Item 0014)

Payment will be made for costs associated with or incidental to the removal of the 12" DIP, pipe valves, pump house and pilings. Also included are costs associated with or incidental to restoring the embankment, including surface treatments as related to the DIP and pump house removal.

1.4.4 Transport Stockpile Material (Line Item 0015)

Payment will be made for costs associated with or incidental to transport of stockpile material as shown on the drawings. Also included are costs associated with or incidental to restoring the embankment, including surface treatments as related to stockpile removal.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each

SECTION 01 22 00 Page 4 item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Work Platform Installation (Line Items 0002, 0009, 0016 and 0021)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to borrow, transportation, placement, maintenance of earthen construction platforms.

Payment under this line item includes but is not limited to geotextile, sod as required to stabilize the platform side slope; erosion control measures and erosion control monitoring.

1.5.1.2 Measurement

Work platform installation will be measured for payment by the length placed and maintained.

1.5.1.3 Unit of Measure

Linear foot.

1.5.2 Work Platform Removal (Line Items 0003, 0010, 0017 and 0022)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to removal, transportation, and disposal of earthen construction platforms after completion of cutoff wall construction. Payment under this line item includes but is not limited to removal and disposal of geotextile and any other material used to stabilize the platform side slope. Payment under this line item includes site restoration of the embankment to pre-existing lines and grades to include embankment fill, topsoil, sod, sod establishment, and noise control. Pre-existing lines and grades will be indicated on drawings within each work limit from surveys obtained by the Government.

1.5.2.2 Measurement

Work platform removal will be measured for payment by the length removed, including satisfactory restoration of the site.

1.5.2.3 Unit of Measure

Linear foot.

1.5.3 Cutoff Wall (Line Items 0004, 0011, 0018 and 0023)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to placement of the cutoff wall.

SECTION 01 22 00 Page 5

1.5.3.2 Measurement

Cutoff wall will be measured for payment by the area satisfactorily placed.

1.5.3.3 Unit of Measure

Square foot.

1.5.4 Verification Coring/Testing (Line Items 0005, 0012, 0019 and 0024)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to verification drilling and testing.

1.5.4.2 Measurement

Verification coring and testing will be measured for payment by the number of cores taken and tested.

1.5.4.3 Unit of Measure

Each.

1.5.5 Standby Time (Line Item 0006)

1.5.5.1 Payment

Standby time will be paid for each calendar day as exercised by the Contracting Officer. Standby time shall be associated with and incidental to the verification testing and acceptance for the Demonstration Section.

1.5.5.2 Unit of Measure

Day.

1.5.6 Contracting Officer's Field Office (Line Item 0007)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.6.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

1.5.6.3 Unit of Measure

Month.

SECTION 01 22 00 Page 6

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

1.3.2 Coordination with Other Contracts

1.3.2.1 Adjacent Contractors

1.3.2.2 Work by Others

1.3.3 Access to Others

1.3.4 Inspection by Others

1.4 PROJECT MEETINGS

1.5 PRECONSTRUCTION CONFERENCE

1.5.1 Preconstruction Conference Minutes

1.5.2 Preconstruction Conference Submittals

1.5.2.1 Other Division 01 Submittals

1.5.2.2 Divisions 02 through 48 Submittals

1.6 PARTNERING

1.6.1 Initial Partnering Meeting

1.6.2 Partnering Regroups

1.7 NOTICE TO PROCEED

1.8 COORDINATION MEETING

1.9 PROGRESS MEETINGS

1.9.1 Progress Meeting Participants

1.10 CONTRACTOR PERFORMANCE EVALUATIONS

1.10.1 Training

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

3.2 PROGRESS MEETING AGENDA

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Manage project and coordinate activities of own employees, subcontractors, suppliers and offsite fabricators. Contractor shall use computers, E-mail, and Internet resources for administrative work. Notify Contracting Officer of important meetings, schedule events and activities. Furnish labor and materials and equipment required to plan and execute project management functions and coordination. Coordinate activities and manage resources to construct project conforming to contract, on time and within budget. Related Sections are 01 32 01 PROJECT SCHEDULE, and 01 45 04 CONTRACTOR QUALITY CONTROL.

1.2 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. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

List of Subcontractors

Documentation of compliance with Clauses SUBCONTRACTS (LABOR STANDARDS) and LIMITATIONS ON SUBCONTRACTING of Section 00700 CONTRACT CLAUSES in Volume 1, and, if included, paragraph

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

As part of the initial project schedule, submit a list of proposed subcontractors with company name, person to contact, street address, mail address, phone number, type of specialty and estimated subcontract quote.

SD-07 Certificates

Signature Authority

Furnish a power of attorney or a notarized letter of authority from Contractor identifying local representatives authorized to sign contract documents.

Drug-Free Work Place Record

Documentation of compliance with Clause DRUG-FREE WORKPLACE of Section 00700 CONTRACT CLAUSES in Volume 1 (see subparagraphs

SECTION 01 30 00 Page 2

(b)(1) through (b)(7)).

1.3 PROJECT COORDINATION

1.3.1 Resident Management System (RMS)

Contractor shall use Corps of…