The file's text, extracted by GovTribe without its formatting.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
This amendment is issued to replace Bidding Schedule pages 3 of 220 through 5 of 220 in the solicitation. Tw o additional line items are included for additional borrow - Culvert for 7 and 8. See attached Bidding Schedule pages.
1. CONTRACT ID CODE PAGE OF PAGES
1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 10-Jul-2018
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EQ18B0004
X 9B. DATED (SEE ITEM 11)
09-Jul-2018
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
10-Jul-2018
CODE
US ARMY ENGINEER DISTRICT, MEMPHIS
ANITA M. MORGAN
167 N. MAIN STREET
901-544-0768
MEMPHIS TN 38103-1894
W912EQ 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
2 of 5 W912EQ-18-B-0004
FOR SOLICITATION
FARRENBURG LEVEE PHASE 2
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
The Issued By organization has changed from
US ARMY ENGINEER MEMPHIS DISTRICT
ANITA M. MORGAN
167 N. MAIN STREET
901-544-0768
MEMPHIS TN 38103-1894
to
US ARMY ENGINEER DISTRICT,
MEMPHIS 167 N MAIN STREET B202
MEMPHIS TN 38103-1894
SECTION SF30 - BLOCK 14 CONTINUATION PAGE
The following attached pages have been added by full text:
AMENDMENT
BIDDING SCHEDULE
Mississippi River Levee Maintenance Levee Renovation Phase 2: Culvert 7 & 8 Replacement
St. John's Levee & Drainage District
New Madrid County, Missouri
This contract will be awarded as one lump sum with unit prices required for specifically selected work. A schedule of the unit price work is contained in Standard Form SF 1442, "Solicitation, Offer and Award." See Contract Clauses, "FAR 52.211-18, Variation in Estimated Quantity" and "FAR 52.236-16, Quantity Surveys," "DFARS 52.236-7008, Contract Prices."
Award will be made as a whole to one bidder.
ITEM DESCRIPTION Estimated Unit Quantity Unit Price Amount
CULVERT #7 LINE ITEMS
0001 Mobilization and Demobilization 1 JA XXX.XX $____.__
0002 Environmental Protection 1 JA XXX.XX $____.__
0003 Demolition 1 JA XXX.XX $____.__
0004 Unwatering 1 JA XXX.XX $____.__
0005 Storm Water Pollution Prevention
0005AA Write/Amend and Maintain SWPPP 1 JA XXX.XX $____.__
0005AB Silt Fence 400 LF _______ $____.__
0006 Outlet Structure (Cast-in-Place) 1 EA _______ $____.__
0007 36" Precast Flared End Section 1 EA _______ $____.__
0008 36" Flap Gate 1 EA _______ $____.__
0009 36" Reinforced Concrete Pipe (RCP) 128 LF _______ $____.__
0010 Excavation 3,305 CY _______ $____.__
0011 Culvert 7 - Levee Embankment 4,135 CY _______ $____.__
0012 Culvert 7 - Cofferdam 1 980 CY _______ $____.__
0013 Culvert 7 - Cofferdam 2 5,495 CY _______ $____.__
FARRENBURG LEVEE RENOVATION PHASE 2 3 of 220 W912EQ-18-B-0004
ITEM DESCRIPTION Estimated Unit
Quantity Unit Price Amount
0014 Compacted Pervious Backfill 385 TN _______ $____.__
0015 R-400 Riprap 445 TN _______ $____.__
0016 Filter Material 95 TN _______ $____.__
0017 Aggregate Surface Course 230 TN _______ $____.__
0018 Geotextile Filter Fabric 1,045 SY _______ $____.__
0019 Establishment of Turf 1.9 AC _______ $____.__
0020 Additional Borrow - Culvert 7 4,665 CY _______ $____.__
CULVERT #8 LINE ITEMS
0021 Mobilization and Demobilization 1 JA XXX.XX $____.__
0022 Environmental Protection 1 JA XXX.XX $____.__
0023 Demolition 1 JA XXX.XX $____.__
0024 Unwatering 1 JA XXX.XX $____.__
0025 Storm Water Pollution Prevention
0025AA Write/Amend and Maintain SWPPP 1 JA XXX.XX $____.__
0025AB Silt Fence 300 LF _______ $____.__
0026 Outlet Structure (Cast-in-Place) 1 EA _______ $____.__
0027 36" Precast Flared End Section 1 EA _______ $____.__
0028 36" Flap Gate 1 EA _______ $____.__
0029 36" Reinforced Concrete Pipe (RCP) 153 LF _______ $____.__
0030 Excavation 4,215 CY _______ $____.__
0031 Culvert 8 - Levee Embankment 4,985 CY _______ $____.__
0032 Culvert 8 - Cofferdam 4,260 CY _______ $____.__
0033 Compacted Pervious Backfill 390 TN _______ $____.__
0034 R-400 Riprap 195 TN _______ $____.__
0035 Filter Material 40 TN _______ $____.__
0036 Aggregate Surface Course 200 TN _______ $____.__
0037 Geotextile Filter Fabric 945 SY _______ $____.__
FARRENBURG LEVEE RENOVATION PHASE 2 4 of 220 W912EQ-18-B-0004
ITEM DESCRIPTION Estimated Unit
Quantity Unit Price Amount
0038 Establishment of Turf 1.5 AC _______ $____.__
0039 Additional Borrow - Culvert 8 775 CY _______ $____.__
$_______._ Sub Total - Culvert 7 (Items 0001 thru 0020)
Sub Total - Culvert 8 (Items 0021 thru 0039)
Grand Total Items 0001 thru 0039
NOTE 1: Bidders shall furnish unit prices for all items listed on the schedule of bid items, which require unit prices. If the bidder fails to insert a unit price in the appropriate blank for required items, but does furnish an extended total or an estimated amount for such items, the Government will deem his unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity.
IF THE BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED ESTIMATED AMOUNT
FOR ANY ITEM, HIS BID WILL BE DECLARED NONRESPONSIVE.
In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.
Any bid price for items indicated above which are unbalanced as to price may be rejected as non-responsive. An unbalanced bid is one which is based on price significantly less than cost for some work and price which is significantly overstated for other work.
CY = Cubic Yard FC = 1000 Cubic Feet HH = 100 Cubic Feet HS = 100 Square Feet
LF = Linear Foot LY = Linear Yard SF = Square Foot
TL = 1000 Linear Feet YD = Yard
AC = Acre DH = Miles FT = Foot HL = 100 Linear Feet HY = 100 Yards LH = Labor Hour MO = Months SQ = Square TN = Net Ton YL = 100 Linear Yards
CF = Cubic Feet EA = Each HF = 100 Feet HR = Hours LB = Pound JA = Job (lump sum) SB = Square Mile SY = Square Yard UN = Unit YM = Cubic Yards Per Mile
All quantities are estimated except where unit is given as "JA" or "EA".
NOTE 2: If a bid or modification to a bid based on unit prices is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price, including lump sum units, in bid schedule must be stated, or, if it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.
NOTE 3: Bidders are cautioned to read Contract Clause entitled FAR 52.204-7, System for Award Management (MAY 2014) located in Section 100.
FARRENBURG LEVEE RENOVATION PHASE 2 5 of 220 W912EQ-18-B-0004
| CULVERT #7 LINE ITEMS |
| CULVERT #8 LINE ITEMS |
| Farrenburg Phase 2-bid pgs-For Solicitation (Updated 7-9-2018).pdf |
| PROJECT TABLE OF CONTENTS |
| DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS |
| 00 00 00.00 11 - DEPARTMENT OF THE ARMY |
| 00 00 00.00 11 - DEPARTMENT OF THE ARMY |
| U.S. ARMY CORPS OF ENGINEERS |
| 00 10 00.00 11 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS |
| 00 10 00.00 11 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS |
| PART 1 GENERAL |
| 00 41 00.00 11 - BIDDING SCHEDULE |
| 00 41 00.00 11 - BIDDING SCHEDULE |
| PART 1 BIDDING SCHEDULE |
| 1.1 LINE ITEMS |
| 1.2 NOTES |
| 00 70 00.00 11 - CONTRACT CLAUSE INSERTS |
| 00 70 00.00 11 - CONTRACT CLAUSE INSERTS |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 UAI 31.105-101 Special Contract Requirements |
| 1.3 FAR 52.204-7 SYSTEM FOR AWARD MANAGEMENT JUL 2013 |
| 1.4 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK APR |
| 1.5 FAR 52.211-12 LIQUIDATED DAMAGES CONSTRUCTION SEP 2000 |
| 1.6 FAR 52.211-18 VARIATION IN ESTIMATED QUANTITIES APR 1984 |
| 1.7 FAR 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION JAN 1997 |
| 1.8 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR APR 1984 |
| 1.9 FAR 52.236-5 MATERIAL AND WORKMANSHIP APR 1984 |
| 1.10 FAR 52.236-4 PHYSICAL DATA APR 1984 |
| 1.11 FAR 52.236-21 SPECIFICATION AND DRAWING FOR CONSTRUCTION FEB 1997 |
| 1.12 FAR 52.236-16 QUANTITY SURVEYS-ALTERNATE I APR 1984 |
| 1.13 FAR 52.246-21 WARRANTY OF CONSTRUCTION MAR 1994 |
| 1.14 FAR 52.249-10 DEFAULT FIXED-PRICE CONSTRUCTIONAPR 1984 |
| 1.15 UAI 52.249-5000 BASIS FOR SETTLEMENT OF PROPOSALS MAR 2013 |
| 1.16 DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS AUG 2000 |
| 1.17 DFARS 52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION DEC |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 00 80 00.00 11 - SPECIAL CONTRACT REQUIREMENTS |
| 00 80 00.00 11 - SPECIAL CONTRACT REQUIREMENTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 EXCLUSION PERIODS IN COMPUTING COMPLETION SCHEDULES |
| 1.4 EXCEPTION TO LIQUIDATED DAMAGES |
| 1.5 RIGHTS-OF-WAY |
| 1.6 LAYOUT OF WORK |
| 1.7 PROGRESS CHART |
| 1.8 SAFETY RELATED SPECIAL REQUIREMENTS |
| 1.9 CERTIFICATES OF COMPLIANCE |
| 1.10 CONTRACTOR'S CERTIFICATE |
| 1.11 SHOP DRAWINGS |
| 1.12 AS-BUILT DRAWINGS |
| 1.13 DAMAGE TO WORK |
| 1.14 NOTIFICATION OF AREA ENGINEER BEFORE BEGINNING WORK |
| 1.15 RETESTING OF CONSTRUCTION MATERIALS |
| 1.16 VEHICLE WEIGHT LIMITATIONS |
| 1.17 OBSTRUCTIONS |
| 1.18 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES |
| 1.19 ACCEPTANCE SECTIONS |
| 1.20 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER 31 OCT 1989 |
| 1.21 STONE SOURCES |
| 1.22 FIELD OFFICE BUILDING |
| 1.23 HAUL ROADS |
| 1.24 TEMPORARY PROJECT FENCING |
| 1.25 MAINTENANCE OF TRAFFIC |
| 1.26 COOPERATION WITH OTHERS |
| 1.27 HOURS OF WORK |
| 1.28 SUNDAY, HOLIDAY AND NIGHT WORK |
| 1.29 SECURITY REQUIREMENTS |
| 1.30 STORAGE OF EQUIPMENT AND MATERIALS |
| 1.31 UTILITY SERVICES |
| 1.32 COMMERCIAL WARRANTY |
| 1.33 PAYMENT FOR MATERIAL STORED OFF-SITE |
| 1.34 WORK IN QUARANTINED AREA |
| 1.35 FLOOD EMERGENCY |
| 1.36 PATENTS, PROPRIETARY RIGHTS |
| 1.37 PROTECTION OF MATERIALS AND WORK |
| 1.38 EXISTING FLOOD PROTECTION |
| 1.39 FINAL ACCEPTANCE |
| 1.40 INSPECTION |
| 1.41 DESIGNATED BILLING OFFICE |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| DIVISION 01 - GENERAL REQUIREMENTS |
| 01 11 00.00 11 - SUMMARY OF WORK |
| 01 11 00.00 11 - SUMMARY OF WORK |
| PART 1 GENERAL |
| 1.1 WORK COVERED BY CONTRACT DOCUMENTS |
| 1.1.1 Project Description |
| 1.1.2 Location |
| 1.2 EXISTING WORK |
| 1.3 LOCATION OF UNDERGROUND FACILITIES |
| 1.4 UAI SUBPART 5122.13 - EQUAL OPPORTUNITY FOR VETERANS JAN 2017 |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 22 00.00 11 - MEASUREMENT AND PAYMENT |
| 01 22 00.00 11 - MEASUREMENT AND PAYMENT |
| PART 1 GENERAL |
| 1.1 JOB PAYMENT ITEMS |
| 1.1.1 Mobilization and Demobilization |
| 1.1.2 Environmental Protection |
| 1.1.3 Demolition |
| 1.1.4 Unwatering |
| 1.1.5 Write/Amend and Maintain SWPPP |
| 1.2 UNIT PRICE PAYMENT ITEMS |
| 1.2.1 Storm Water Pollution Prevention |
| 1.2.1.1 Silt Fence |
| 1.2.2 Outlet Structure Cast-in-Place |
| 1.2.3 36" Precast Flared End Section |
| 1.2.4 36" Flap Gate |
| 1.2.5 36" Reinforced Concrete Pipe RCP |
| 1.2.6 Excavation |
| 1.2.7 Culvert 7 - Levee Embankment |
| 1.2.8 Culvert 7 - Cofferdam 1 |
| 1.2.9 Culvert 7 - Cofferdam 2 |
| 1.2.10 Culvert 8 - Levee Embankment |
| 1.2.11 Culvert 8 - Cofferdam |
| 1.2.12 Compacted Pervious Backfill |
| 1.2.13 R-400 Riprap |
| 1.2.14 Filter Material |
| 1.2.15 Aggregate Surface Course |
| 1.2.16 Geotextile Filter Fabric |
| 1.2.17 Establishment of Turf |
| 1.2.18 Additional Borrow - Culvert 7 |
| 1.2.19 Additional Borrow - Culvert 8 |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 33 00 - SUBMITTAL PROCEDURES |
| 01 33 00 - SUBMITTAL PROCEDURES |
| PART 1 GENERAL |
| 1.1 DEFINITIONS |
| 1.1.1 Submittal |
| 1.1.2 Submittal Descriptions SD |
| 1.1.3 Approving Authority |
| 1.1.4 Work |
| 1.2 SUBMITTALS |
| 1.3 SUBMITTAL REGISTER |
| 1.4 CONTRACTOR USE OF SUBMITTAL REGISTER |
| 1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER |
| 1.6 COPIES DELIVERED TO THE GOVERNMENT |
| 1.7 PROCEDURES FOR SUBMITTALS |
| 1.7.1 Reviewing, Certifying, Approving Authority |
| 1.7.2 Constraints |
| 1.7.3 Scheduling |
| 1.7.4 Variations |
| 1.7.4.1 Considering Variations |
| 1.7.4.2 Proposing Variations |
| 1.7.4.3 Warranting That Variations Are Compatible |
| 1.7.4.4 Review Schedule Is Modified |
| 1.8 CONTRACTOR'S RESPONSIBILITIES |
| 1.9 GOVERNMENT'S RESPONSIBILITIES |
| 1.10 FORMAT OF SUBMITTALS |
| 1.10.1 Transmittal Sheet |
| 1.10.2 Identifying Submittals |
| 1.11 SUBMISSION AND CONTROL OF SUBMITTALS |
| 1.11.1 Submittals Required from the Contractor |
| 1.11.1.1 Submittal Procedures and Deviations |
| 1.11.1.2 Control of Submittals |
| 1.11.1.3 O&M Data |
| 1.12 SUBMITTAL CLASSIFICATION |
| 1.12.1 Government Approved |
| 1.12.2 Information Only |
| 1.13 APPROVED SUBMITTALS |
| 1.14 DISAPPROVED SUBMITTALS |
| 1.15 WITHHOLDING OF PAYMENT |
| 1.16 GENERAL |
| 1.17 SUBMITTAL REGISTER |
| 1.18 SCHEDULING |
| 1.19 TRANSMITTAL SHEET ENG FORM 4025 |
| 1.20 GOVERNMENT APPROVED SUBMITTALS |
| 1.21 INFORMATION ONLY SUBMITTALS |
| 1.22 STAMPS |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 ORDERING INFORMATION |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODERMS CM |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODERMS CM |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 Contract Administration |
| 1.2.1 Correspondence and Electronic Communications |
| 1.2.2 Other Factors |
| 1.3 RMS SOFTWARE |
| 1.3.1 RMS CONTRACTOR'S MODE CM |
| 1.4 SYSTEM REQUIREMENTS |
| 1.5 RELATED INFORMATION |
| 1.5.1 RMS User Guide |
| 1.6 CONTRACT DATABASE |
| 1.7 DATABASE MAINTENANCE |
| 1.7.1 Administration |
| 1.7.1.1 Contractor Information |
| 1.7.1.2 Subcontractor Information |
| 1.7.1.3 Correspondence |
| 1.7.1.4 Equipment |
| 1.7.1.5 Management Reporting |
| 1.7.1.6 Request For Information RFI |
| 1.7.2 Finances |
| 1.7.2.1 Pay Activity Data |
| 1.7.2.2 Payment Requests |
| 1.7.3 Quality Control QC |
| 1.7.3.1 Daily Contractor Quality Control CQC Reports. |
| 1.7.3.2 Deficiency Tracking. |
| 1.7.3.3 QC Requirements |
| 1.7.3.4 Three-Phase Control Meetings |
| 1.7.3.5 Labor and Equipment Hours |
| 1.7.3.6 Accident/Safety Reporting |
| 1.7.3.7 Features of Work |
| 1.7.3.8 Hazard Analysis |
| 1.7.4 Submittal Management |
| 1.7.5 Schedule |
| 1.7.6 Import/Export of Data |
| 1.8 IMPLEMENTATION |
| 1.9 MONTHLY COORDINATION MEETING |
| 1.10 NOTIFICATION OF NONCOMPLIANCE |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01 45 04.00 11 - CONTRACTOR QUALITY CONTROL |
| 01 45 04.00 11 - CONTRACTOR QUALITY CONTROL |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 PAYMENT |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 QUALITY CONTROL PLAN |
| 3.2.1 Content of the CQC Plan |
| 3.2.2 Acceptance of Plan |
| 3.2.3 Notification of Changes |
| 3.3 COORDINATION MEETING |
| 3.4 QUALITY CONTROL ORGANIZATION |
| 3.4.1 Personnel Requirements |
| 3.4.2 CQC System Manager |
| 3.4.3 Additional Requirement |
| 3.4.4 Organizational Changes |
| 3.5 SUBMITTALS AND DELIVERABLES |
| 3.6 CONTROL |
| 3.6.1 Preparatory Phase |
| 3.6.2 Initial Phase |
| 3.6.3 Follow-up Phase |
| 3.6.4 Additional Preparatory and Initial Phases |
| 3.7 TESTS |
| 3.7.1 Testing Procedure |
| 3.7.2 Testing Laboratories |
| 3.7.2.1 Laboratory Validation |
| 3.7.2.2 Capability Check |
| 3.7.2.3 Capability Recheck |
| 3.7.3 Onsite Laboratory |
| 3.7.4 Furnishing or Transportation of Samples for Testing |
| 3.8 COMPLETION INSPECTION |
| 3.8.1 Punch-Out Inspection |
| 3.8.2 Pre-Final Inspection |
| 3.8.3 Final Acceptance Inspection |
| 3.9 DOCUMENTATION |
| 3.10 NOTIFICATION OF NONCOMPLIANCE |
| 01 57 20.00 11 - ENVIRONMENTAL PROTECTION |
| 01 57 20.00 11 - ENVIRONMENTAL PROTECTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DEFINITIONS |
| 1.3.1 Environmental Pollution and Damage |
| 1.3.2 Environmental Protection |
| 1.3.3 Contractor Generated Hazardous Waste |
| 1.3.4 Project Pesticide Coordinator |
| 1.3.5 Land Application for Discharge Water |
| 1.3.6 Pesticide |
| 1.3.7 Pests |
| 1.3.8 Surface Discharge |
| 1.3.9 Waters of the United States |
| 1.3.10 Wetlands |
| 1.3.11 Spill or Hazardous Substance Release of "Reportable Quantity" |
| 1.4 GENERAL REQUIREMENTS |
| 1.5 SUBCONTRACTORS |
| 1.6 ENVIRONMENTAL PROTECTION PLAN |
| 1.6.1 Compliance |
| 1.6.2 Contents |
| 1.6.3 Appendix |
| 1.7 PROTECTION FEATURES |
| 1.8 SPECIAL ENVIRONMENTAL REQUIREMENTS |
| 1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS |
| 1.10 NOTIFICATION |
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION |
| 3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS |
| 3.2 LAND RESOURCES |
| 3.2.1 Work Area Limits |
| 3.2.2 Landscape |
| 3.2.3 Reduction of Exposure of Unprotected Erodible Soils |
| 3.2.4 Temporary Protection of Disturbed Areas |
| 3.2.5 Erosion and Sediment Controls |
| 3.2.6 Contractor Facilities and Work Areas |
| 3.2.7 Borrow Areas Provided by the Government |
| 3.3 WATER RESOURCES |
| 3.3.1 Cofferdams, Diversions, and Dewatering Operations |
| 3.3.2 Stream Crossings |
| 3.3.3 Wetlands |
| 3.4 AIR RESOURCES |
| 3.4.1 Particulates |
| 3.4.2 Odors |
| 3.4.3 Sound Intrusions |
| 3.4.4 Burning |
| 3.4.5 Hydrocarbons and Carbon Monoxide |
| 3.4.6 Monitoring Air Quality |
| 3.5 WASTE DISPOSAL |
| 3.5.1 Disposal Areas |
| 3.5.2 Temporary Excavation and Embankments |
| 3.5.3 Solid Wastes |
| 3.5.4 Chemicals and Chemical Wastes |
| 3.5.5 Contractor Generated Hazardous Wastes/Excess Hazardous Materials |
| 3.5.6 Fuel and Lubricants |
| 3.5.7 Waste Water |
| 3.6 REPORTING OF POLLUTION SPILLS |
| 3.7 WASTE MINIMIZATION AND RECYCLING |
| 3.8 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT |
| 3.9 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES |
| 3.10 BIOLOGICAL RESOURCES |
| 3.11 INTEGRATED PEST MANAGEMENT |
| 3.11.1 Pesticide Delivery and Storage |
| 3.11.2 Qualifications |
| 3.11.3 Pesticide Handling Requirements |
| 3.11.4 Application |
| 3.12 PREVIOUSLY USED EQUIPMENT |
| 3.13 MAINTENANCE OF POLLUTION FACILITIES |
| 3.14 MILITARY MUNITIONS |
| 3.15 TRAINING OF CONTRACTOR PERSONNEL |
| 3.16 INSPECTION |
| 3.17 POST CONSTRUCTION CLEANUP |
| 3.18 RESTORATION OF LANDSCAPE DAMAGE |
| 01 57 25.00 11 - STORM WATER POLLUTION PREVENTION PLAN |
| 01 57 25.00 11 - STORM WATER POLLUTION PREVENTION PLAN |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL |
| 1.3 SUBMITTALS |
| 1.4 EROSION AND SEDIMENT CONTROLS |
| 1.4.1 Stabilization Practices |
| 1.4.1.1 Unsuitable Conditions |
| 1.4.1.2 No Activity for Less Than 14 Days |
| PART 2 STORMWATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION ACTIVITY |
| 2.1 Site Description |
| 2.2 Responsible Parties |
| 2.3 Receiving Waters |
| 2.4 Documentation of Permit Eligibility Related to the 303d list and |
| 2.5 Attainment of Water Quality Standards After Authorization |
| 2.6 Site Map Requirements See Site Map on Sheet G-002 |
| 2.7 Stormwater Controls |
| 2.8 Other Controls |
| 2.9 Non-Stormwater Discharges |
| 2.10 Post-Construction Stormwater Management Establishment of Turf |
| 2.11 Applicable State or Local Programs |
| 2.12 INSPECTIONS |
| 2.12.1 GENERAL INSPECTION GUIDELINES |
| 2.12.2 DISTURBED AREAS AND AREAS USED FOR MATERIAL STORAGE |
| 2.12.3 MODIFICATION OF POLLUTION PLAN |
| 2.12.4 REPORTS |
| 2.13 Maintenance |
| 2.14 Employee Training |
| PART 3 CONTROL OF POLLUTANTS DURING CONSTRUCTION |
| 3.1 NON-STRUCTURAL MEASURES |
| 3.1.1 General |
| 3.1.2 Reduction of Exposure of Unprotected Erodible Soils |
| 3.1.3 General Buffer Zone |
| 3.1.3.1 Improvement of the General Buffer |
| 3.1.3.2 Maintenance of the General Buffer |
| 3.1.4 Disturbed Area Stabilization with Mulch |
| 3.1.4.1 Installation of Mulch |
| 3.1.4.2 Maintenance of Mulch |
| 3.2 STRUCTURAL MEASURES |
| 3.2.1 General |
| 3.2.2 Silt Fences |
| 3.2.2.1 Components for Silt Fences |
| 3.2.2.2 Installation of Silt Fences |
| 3.2.2.3 Maintenance of Silt Fences |
3.2.3 Chemicals and Chemical Wastes
| 3.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials |
| 3.4 Fuels and Lubricants |
| 3.5 Solid Wastes |
| 3.6 REPORTING OF POLLUTION SPILLS |
| 3.7 WASTE MINIMIZATION AND RECYCLING |
| 3.8 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT |
| 3.9 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES |
| 3.10 BIOLOGICAL RESOURCES |
| 3.11 INTEGRATED PEST MANAGEMENT |
| 3.11.1 Pesticide Delivery and Storage |
| 3.11.2 Qualifications |
| 3.11.3 Pesticide Handling Requirements |
| 3.11.4 Application |
3.12 PREVIOUSLY USED EQUIPMENT
| PART 4 OTHER CONSIDERATIONS |
| 4.1 LOCATION OF CONSTRUCTION IN REGARD TO WATERS CLASSIFIED IN 10 CSR |
| 4.2 PROXIMITY OF SITE TO MAJOR RESERVOIRS |
| PART 5 DEFINITIONS |
| 5.1 BEST MANAGEMENT PRACTICES BMPs |
| 5.2 COMMENCEMENT OF CONSTRUCTION |
| 5.3 DRAINAGE SWALE |
| 5.4 FINAL STABILIZATION |
PART 6 CERTIFICATIONS
| 01 58 01.00 11 - PROJECT SIGNS, BARRICADES, AND TRAFFIC CONTROL SIGNS |
| 01 58 01.00 11 - PROJECT SIGNS, BARRICADES, AND TRAFFIC CONTROL SIGNS |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 PROJECT SIGN |
| 1.3 BARRICADES AND TRAFFIC CONTROL SIGNS |
| 1.4 PAYMENT |
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION NOT USED |
| 01 78 00.00 11 - CLOSEOUT SUBMITTALS |
| 01 78 00.00 11 - CLOSEOUT SUBMITTALS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 As-Built Drawings |
| 1.2.2 Record As-Built Drawings |
| 1.2.3 For Construction Contract Documents |
| 1.3 SOURCE DRAWING FILES |
| 1.3.1 Terms and Conditions |
| 1.4 SUBMITTALS |
| 1.5 QUALITY CONTROL |
| PART 2 PRODUCTS |
| 2.1 GOVERNMENT FURNISHED MATERIALS |
| 2.2 SYSTEM DESCRIPTION |
| 2.2.1 Additional Drawings |
| 2.2.1.1 Sheet Numbers and File Names |
| PART 3 EXECUTION |
| 3.1 AS-BUILT DRAWINGS |
| 3.1.1 Markup Guidelines |
| 3.1.2 As-Built Drawings Content |
| 3.1.3 As-Built Drawing Submittals |
| 3.1.3.1 35 Percent As-Built Drawings |
| 3.1.3.2 100 Percent As-Built Drawings |
3.1.4 Record As-Built Drawings
| 3.2 RECORD AS-BUILT DRAWING FILES |
| 3.2.1 Rename the CAD Drawing files |
| 3.3 RECORD AS BUILT DRAWINGS |
| 3.3.1 Record Drawing Package |
| 3.4 FINAL APPROVED SHOP DRAWINGS |
| 3.5 CONSTRUCTION CONTRACT SPECIFICATIONS |
| 3.6 AS-BUILT RECORD OF EQUIPMENT AND MATERIALS |
| 3.7 CLEANUP |
| 3.8 WITHHOLDING OF PROGRESS AND FINAL PAYMENT |
| 3.9 REAL PROPERTY RECORD |
| DIVISION 02 - EXISTING CONDITIONS |
| 02 41 00 - DEMOLITION |
| 02 41 00 - DEMOLITION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 PROJECT DESCRIPTION |
| 1.2.1 Demolition Plan |
| 1.2.2 General Requirements |
| 1.3 BURNING |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Dust and Debris Control |
| 1.6 PROTECTION |
| 1.6.1 Traffic Control Signs |
| 1.6.2 Protection of Personnel |
1.7 RELOCATIONS
| PART 2 PRODUCTS |
| 2.1 FILL MATERIAL |
| PART 3 EXECUTION |
| 3.1 EXISTING FACILITIES TO BE REMOVED |
| 3.1.1 Structures |
| 3.1.2 Previously cleared and grubbed trees |
| 3.1.3 Utilities and Related Equipment |
| 3.1.3.1 General Requirements |
3.1.4 Concrete Slabs
| 3.2 CONCURRENT EARTH-MOVING OPERATIONS |
| 3.3 DISPOSITION OF MATERIAL |
| 3.3.1 Title to Materials |
| 3.3.2 Unsalvageable and Non-Recyclable Material |
| 3.4 CLEANUP |
| 3.5 DISPOSAL OF REMOVED MATERIALS |
| 3.5.1 Regulation of Removed Materials |
| 3.5.2 Burning |
| 3.5.3 Removal from Government Property |
| DIVISION 03 - CONCRETE |
| 03 11 13.00 10 - STRUCTURAL CAST-IN-PLACE CONCRETE FORMING |
| 03 11 13.00 10 - STRUCTURAL CAST-IN-PLACE CONCRETE FORMING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 SYSTEM DESCRIPTION |
| 2.2 FORM MATERIALS |
| 2.2.1 Formwork |
| 2.2.2 Fiber Voids |
| 2.3 FIBER VOID RETAINERS |
| 2.3.1 Polystyrene Rigid Insulation |
| 2.3.2 Precast Concrete |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Formwork |
| 3.1.2 Fiber Voids |
| 3.1.3 Fiber Void Retainers |
3.2 INSPECTION
| 03 20 00.00 10 - CONCRETE REINFORCING |
| 03 20 00.00 10 - CONCRETE REINFORCING |
| PART 1 GENERAL1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 Welding Qualifications |
| 1.3.2 Qualification of Steel Bar Butt-Splicers |
| 1.3.3 Qualification of Butt-Splicing Procedure |
1.4 DELIVERY, STORAGE, AND HANDLING
| PART 2 PRODUCTS |
| 2.1 DOWELS |
| 2.2 FABRICATED BAR MATS |
| 2.3 REINFORCING STEEL |
| 2.3.1 Zinc-Coated Galvanized Bars |
| 2.3.2 Mechanical Butt-Splices |
| 2.4 WELDED WIRE REINFORCING |
| 2.5 WIRE TIES |
| 2.6 SUPPORTS |
| 2.7 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 2.7.1 Reinforcement Steel Tests |
| 2.7.2 Non-Destructive Testing of Welds |
| PART 3 EXECUTION |
| 3.1 REINFORCEMENT |
| 3.1.1 Placement |
| 3.1.2 Splicing |
| 3.1.2.1 Lap Splices |
| 3.1.2.2 Butt-Splices |
| 3.1.2.2.1 Welded Butt Splices |
| 3.1.2.2.2 Mechanical Butt-Splices |
| 3.2 WELDED-WIRE REINFORCEMENT PLACEMENT |
| 3.3 DOWEL INSTALLATION |
| 3.4 FIELD TESTS AND INSPECTIONS |
| 3.4.1 Identification of Splices |
| 3.4.2 Examining, Testing, and Correcting |
| 3.4.2.1 Visual Examination |
| 3.4.2.2 Tension Tests |
| 3.4.2.3 Non-destructive Testing of Welded Splices |
| 3.4.2.4 Correction of Deficiencies |
| 3.4.2.5 Supplemental Examination |
| 03 31 01.00 10 - CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS |
| 03 31 01.00 10 - CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS |
| PART 1 GENERAL1.1 REFERENCES |
| 1.2 DESIGN REQUIREMENTS |
| 1.2.1 Air Content |
| 1.2.2 Slump |
| 1.2.3 Concrete Strength |
| 1.2.4 Maximum Water-Cementitious Material WC Ratio |
| 1.2.5 Construction Tolerances |
| 1.2.5.1 Formed Concrete Surfaces |
| 1.2.5.2 Appearance |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Cement and Pozzolan |
| 1.4.1.1 Prequalified Cement Sources |
| 1.4.1.2 Prequalified Pozzolan Sources |
| 1.4.1.3 Nonprequalified Cement Sources |
| 1.4.1.4 Nonprequalified Pozzolan Sources |
1.4.2 Cementitious Materials, Admixtures, and Curing Compound
1.5 DELIVERY, STORAGE, AND HANDLING
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Cementitious Materials |
| 2.1.1.1 Portland Cement |
| 2.1.1.2 High-Early-Strength Portland Cement |
| 2.1.1.3 Fly Ash |
| 2.1.1.4 Raw or Calcined Natural Pozzolan |
| 2.1.1.5 Ultra Fine Fly Ash and Ultra Fine Pozzolan |
| 2.1.1.6 Ground Granulated Blast-Furnace Slag |
| 2.1.1.7 Silica Fume |
| 2.1.1.8 Blended Hydraulic Cement |
| 2.1.2 Aggregates |
| 2.1.2.1 Aggregate Expansion |
| 2.1.2.2 Unfavorable Properties |
| 2.1.3 Chemical Admixtures |
| 2.1.3.1 Air-Entraining Admixture |
| 2.1.3.2 Accelerating Admixture |
| 2.1.3.3 Water-Reducing or Retarding Admixture |
| 2.1.3.3.1 Water-Reducing or Retarding Admixtures |
| 2.1.3.3.2 High-Range Water Reducing Admixture |
2.1.3.4 Other Chemical Admixtures
| 2.1.4 Water |
| 2.1.5 Reinforcing Steel |
| 2.1.6 Nonshrink Grout |
| 2.1.7 Abrasive Aggregates |
| 2.2 EQUIPMENT |
| 2.2.1 Batching Equipment |
| 2.2.2 Scales |
| 2.2.3 Batching Tolerances |
| 2.2.4 Moisture Control |
| 2.2.5 Concrete Mixers |
| 2.2.5.1 Stationary Mixers |
| 2.2.5.2 Truck Mixers |
| 2.2.6 Conveying Equipment |
| 2.2.6.1 Buckets |
| 2.2.6.2 Transfer Hoppers |
| 2.2.6.3 Trucks |
| 2.2.6.4 Chutes |
| 2.2.6.5 Belt Conveyors |
| 2.2.6.6 Concrete Pumps |
2.2.7 Vibrators
| PART 3 EXECUTION |
| 3.1 PREPARATION FOR PLACING |
| 3.1.1 Embedded Items |
| 3.1.2 Concrete on Earth Foundations |
| 3.1.3 Concrete on Rock Foundations |
| 3.1.4 Construction Joint Treatment |
| 3.1.4.1 Joint Preparation |
| 3.1.4.2 Air-Water Cutting |
| 3.1.4.3 High-Pressure Water Jet |
| 3.1.4.4 Wet Sandblasting |
| 3.1.4.5 Waste Disposal |
| 3.2 CONVEYING AND PLACING CONCRETE |
| 3.2.1 Cold-Weather Requirements |
| 3.2.2 Hot-Weather Requirements |
| 3.3 SETTING BASE PLATES AND BEARING PLATES |
| 3.3.1 Setting of Plates |
| 3.3.2 Nonshrink Grout Application |
| 3.3.2.1 Mixing and Placing of Nonshrink Grout |
| 3.3.2.2 Treatment of Exposed Surfaces |
| 3.3.2.3 Curing |
| 3.4 TESTS AND INSPECTIONS |
| 3.4.1 General |
| 3.4.2 Testing and Inspection Requirements |
| 3.4.2.1 Fine Aggregate |
| 3.4.2.1.1 Grading |
| 3.4.2.1.2 Corrective Action for Fine Aggregate Grading |
| 3.4.2.1.3 Moisture Content Testing |
| 3.4.2.1.4 Moisture Content Corrective Action |
| 3.4.2.2 Coarse Aggregate |
| 3.4.2.2.1 Grading |
| 3.4.2.2.2 Corrective Action for Grading |
| 3.4.2.2.3 Coarse Aggregate Moisture Content |
| 3.4.2.2.4 Coarse Aggregate Moisture Corrective Action |
| 3.4.2.3 Quality of Aggregates |
| 3.4.2.3.1 Frequency of Quality Tests |
| 3.4.2.3.2 Corrective Action for Aggregate Quality |
| 3.4.2.4 Scales |
| 3.4.2.4.1 Weighing Accuracy |
| 3.4.2.4.2 Batching and Recording Accuracy |
| 3.4.2.4.3 Scales Corrective Action |
| 3.4.2.5 Batch-Plant Control |
| 3.4.2.6 Concrete Mixture |
| 3.4.2.6.1 Air Content Testing |
| 3.4.2.6.2 Air Content Corrective Action |
| 3.4.2.6.3 Slump Testing |
| 3.4.2.6.4 Slump Corrective Action |
| 3.4.2.6.5 Temperature |
| 3.4.2.6.6 Compressive-Strength Specimens |
| 3.4.2.7 Inspection Before Placing |
| 3.4.2.8 Placing |
| 3.4.2.8.1 Placing Inspection |
| 3.4.2.8.2 Placing Corrective Action |
| 3.4.2.9 Vibrators |
| 3.4.2.9.1 Vibrator Testing and Use |
| 3.4.2.9.2 Vibrator Corrective Action |
| 3.4.2.10 Mixer Uniformity |
| 3.4.2.10.1 Stationary Mixers |
| 3.4.2.10.2 Truck Mixers |
3.4.2.11 Mixer Uniformity Corrective Action
3.4.3 Reports
| 03 35 00.00 10 - CONCRETE FINISHING |
| 03 35 00.00 10 - CONCRETE FINISHING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| PART 2 PRODUCTS |
| 2.1 DRY SHAKE FLOOR TOPPING MATERIAL - Not Used |
| PART 3 EXECUTION |
| 3.1 FINISHING FORMED SURFACES |
| 3.1.1 Class A Finish |
| 3.1.2 Class B Finish |
| 3.1.3 Class C and Class D Finish |
| 3.2 REPAIRS |
| 3.3 FINISHING UNFORMED SURFACES |
| 3.3.1 General |
| 3.3.2 Rough Slab Finish |
| 3.3.3 Float Finish |
| 3.3.4 Trowel Finish |
| 03 39 00.00 10 - CONCRETE CURING |
| 03 39 00.00 10 - CONCRETE CURING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 CURING MATERIALS |
| 2.2 WATER |
| PART 3 EXECUTION |
| 3.1 CURING AND PROTECTION |
| 3.2 TESTING AND INSPECTION FOR CQC |
| 3.2.1 Moist Curing Inspections |
| 3.2.2 Moist Curing Corrective Actione |
| 3.2.3 Membrane Curing Inspection |
| 3.2.4 Membrane Curing Corrective Action |
| 3.2.5 Sheet Curing Inspection |
| 3.2.6 Sheet Curing Corrective Action |
| DIVISION 05 - METALS |
| 05 05 23.16 - STRUCTURAL WELDING |
| 05 05 23.16 - STRUCTURAL WELDING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 General Requirements |
| 1.3.2 Previous Qualifications |
| 1.3.3 Pre-qualified Procedures |
| 1.3.4 Retests |
| 1.3.5 Welder, Welding Operator, and Tacker Qualification |
| 1.3.5.1 Previous Personnel Qualifications |
| 1.3.5.2 Certificates |
| 1.3.5.3 Renewal of Qualification |
| 1.3.6 Inspector Qualification |
| 1.3.7 Symbols and Safety |
| PART 2 PRODUCTS |
| 2.1 SYSTEM DESCRIPTION |
| 2.1.1 Pre-erection Conference |
2.2 WELDING EQUIPMENT AND MATERIALS
| PART 3 EXECUTION |
| 3.1 WELDING OPERATIONS |
| 3.1.1 Requirements |
| 3.1.2 Identification |
| 3.2 QUALITY CONTROL |
| 3.3 STANDARDS OF ACCEPTANCE |
| 3.3.1 Nondestructive Testing |
| 3.3.2 Destructive Tests |
| 3.4 GOVERNMENT INSPECTION AND TESTING |
| 3.5 CORRECTIONS AND REPAIRS |
| 05 52 00 - METAL RAILINGS |
| 05 52 00 - METAL RAILINGS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY CONTROL |
| 1.3.1 Welding Procedures |
| 1.3.2 Welder Qualification |
| PART 2 PRODUCTS |
| 2.1 FABRICATION |
| 2.1.1 Steel Handrails |
| 2.1.2 Protective Coating |
| 2.2 COMPONENTS |
| 2.2.1 Structural Steel Plates, Shapes And Bars |
| 2.2.2 Steel Pipe |
| 2.2.3 Concrete Inserts |
| 2.2.4 Fasteners |
| 2.2.5 Steel Railings And Handrails |
| 2.2.5.1 Steel Handrails |
2.2.6 Safety Chains - Not Used
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.2 INSTALLATION |
| 3.2.1 Steel Handrail |
| 3.2.2 Touchup Painting |
| DIVISION 31 - EARTHWORK |
| 31 05 22 - GEOTEXTILES USED AS FILTERS |
| 31 05 22 - GEOTEXTILES USED AS FILTERS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 General |
| 2.1.2 Geotextile Fiber |
| 2.1.3 Seams |
| 2.1.4 Securing Pins |
| 2.2 INSPECTIONS, VERIFICATIONS, AND TESTING |
| 2.2.1 Conformance Testing |
| 2.2.2 Factory Sampling |
| 2.2.3 Needle Punched Geotextile |
| PART 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.2 INSTALLATION OF THE GEOTEXTILE |
| 3.2.1 General |
| 3.2.2 Placement |
| 3.3 PROTECTION |
| 3.4 PLACEMENT OF CUSHIONING MATERIAL |
| 3.5 OVERLAPPING AND SEAMING |
| 3.5.1 Overlapping |
| 3.5.2 Sewn Seams |
| 31 23 00.00 12 - EXCAVATION |
| 31 23 00.00 12 - EXCAVATION |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 QUALITY CONTROL |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 EXCAVATION IN BORROW AREAS |
| 3.1.1 General |
| 3.1.2 Government Furnished Borrow Areas |
| 3.1.2.1 Criteria |
| 3.1.2.2 Surveys |
| 3.2 DISPOSITION OF MATERIALS |
| 3.2.1 Material Used for Embankment or Fill |
| 3.3 EXCAVATION IN OTHER AREAS |
| 3.3.1 General |
| 3.4 HAULING |
| 3.5 HAUL ROADS |
| 3.6 GRADE TOLERANCES |
| 3.6.1 Excavation |
| 31 23 19.00 12 - UNWATERING AND BYPASS DRAINAGE |
| 31 23 19.00 12 - UNWATERING AND BYPASS DRAINAGE |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 SUBMITTALS |
| 1.3 QUALITY CONTROL |
| 1.4 GENERAL |
| 1.5 DEFINITIONS |
| 1.5.1 UNWATERING |
| 1.5.2 UNWATERING SYSTEM |
| 1.5.3 EMERGENCY FLOODING |
| 1.5.4 BYPASS DRAINAGE SYSTEM |
| PART 2 PRODUCTS NOT APPLICABLE |
| PART 3 EXECUTION |
| 3.1 UNWATERING REQUIREMENTS |
| 3.2 EMERGENCY FLOODING |
| 3.3 BYPASS DRAIANGE REQUIREMENTS |
| 31 24 00.00 12 - EMBANKMENT |
| 31 24 00.00 12 - EMBANKMENT |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 QUALITY CONTROL |
| 1.3.1 General |
| 1.3.2 Reporting |
1.4 QUALITY ASSURANCE
| PART 2 EQUIPMENT |
| 2.1 General |
| 2.2 Tamping Rollers |
| 2.2.1 Tractor-Drawn |
| 2.2.2 Self-Propelled |
| 2.3 Rubber-Tired Rollers |
| 2.4 Crawler-Type Tractors |
| 2.5 Alternative Compaction Equipment |
| 2.6 Hand Tampers |
| 2.7 Miscellaneous Equipment |
| 2.8 Sprinkling Equipment |
| PART 3 EXECUTION |
| 3.1 EMBANKMENT MATERIALS |
| 3.1.1 General |
| 3.1.2 Fill Materials |
| 3.1.2.1 PERVIOUS FILL |
| 3.1.2.2 IMPERVIOUS FILL |
| 3.2 EMBANKMENT FOUNDATION PREPARATION |
| 3.2.1 Foundation Preparation |
| 3.2.2 Drainage |
| 3.2.3 Frozen Ground |
| 3.3 EMBANKMENT CONSTRUCTION |
| 3.3.1 Compacted Fill |
| 3.3.1.1 Compaction - Compacted Fill |
| 3.3.1.2 Moisture Control - Compacted Fill |
| 3.3.2 Semicompacted Fill |
| 3.3.2.1 Compaction - Semicompacted Fill |
| 3.3.2.2 Definition of Pass |
| 3.3.2.3 Moisture Control - Semicompacted Fill |
| 3.3.3 Uncompacted Fill |
| 3.3.3.1 Compaction - Uncompacted Fill |
| 3.3.3.2 Moisture Control - Uncompacted Fill |
| 3.4 DRESSING |
| 3.5 EMBANKMENT WORK ADVANCEMENT |
| 3.6 CROSS SECTIONS AND ZONING OF MATERIALS |
| 3.6.1 Embankment Sections |
| 3.6.2 Zoning of Materials for Levee Construction |
| 3.7 ACCESS ROADS, RAMPS AND CROSSINGS, RUNWAYS, AND DETOURS |
| 3.7.1 Access Roads |
| 3.7.1.1 Criteria |
| 3.7.1.2 Temporary Roads |
| 3.7.1.3 Watering |
| 3.7.1.4 Speed |
| 3.8 DITCHES AND DEPRESSIONS |
| 3.9 GRADE TOLERANCES |
| 3.10 SETTLEMENT OF FOUNDATION |
| 3.10.1 Additional Fill |
| 3.10.2 Failures |
| 3.10.3 Postpone Operations |
3.11 SLIDES
| 31 41 16 - METAL SHEET PILING |
| 31 41 16 - METAL SHEET PILING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SYSTEM DESCRIPTION |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Material Certificates |
| 1.4.2 Interlocked Joint Tension Test |
1.5 DELIVERY, STORAGE, AND HANDLING
| PART 2 PRODUCTS |
| 2.1 METAL SHEET PILING |
| 2.1.1 Interlocks |
| 2.1.2 General Requirements |
| 2.2 APPURTENANT METAL MATERIALS |
| 2.3 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 2.3.1 Materials Tests |
| PART 3 EXECUTION |
| 3.1 EARTHWORK |
| 3.2 INSTALLATION |
| 3.2.1 Pile Driving Equipment |
| 3.2.1.1 Driving Hammers |
| 3.2.1.2 Jetting Equipment |
| 3.2.2 Placing and Driving |
| 3.2.2.1 Placing |
| 3.2.2.2 Driving |
| 3.2.3 Cutting-Off and Splicing |
| 3.2.4 Inspection of Driven Piling |
| 3.2.5 Pulling and Redriving |
| 3.3 REMOVAL |
| 3.3.1 Pulling |
| 3.3.2 Sorting, Cleaning, Inventorying and Storing |
3.4 INSTALLATION RECORDS
| DIVISION 32 - EXTERIOR IMPROVEMENTS |
| 32 15 00.00 11 - AGGREGATE SURFACE COURSE |
| 32 15 00.00 11 - AGGREGATE SURFACE COURSE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY CONTROL |
| 1.4 EQUIPMENT |
| 1.5 APPROVAL OF MATERIALS |
| 1.6 SAMPLING AND TESTING |
| 1.6.1 Sampling |
| 1.6.2 Testing |
| 1.6.2.1 Gradation |
| 1.6.2.2 Liquid Limit and Plasticity Index |
| 1.6.2.3 Degree of Compaction |
| 1.6.2.4 Density Tests |
| 1.6.2.5 Wear Test |
| 1.6.2.6 Smoothness Test |
| 1.6.2.7 Government Testing |
| PART 2 PRODUCTS |
| 2.1 AGGREGATES |
| 2.1.1 Coarse Aggregates |
| 2.1.2 Fine Aggregates |
| 2.1.3 Gradation Requirements |
2.2 LIQUID LIMIT AND PLASTICITY INDEX REQUIREMENTS
| PART 3 EXECUTION |
| 3.1 WEATHER LIMITATIONS |
| 3.2 CLEARING AND DEBRIS REMOVAL |
| 3.3 USE OF HAUL ROADS |
| 3.4 STOCKPILING MATERIALS |
| 3.5 PREPARATION OF UNDERLYING SUBGRADE |
| 3.6 GRADE CONTROL |
| 3.7 MIXING AND PLACING MATERIALS |
| 3.8 PLACEMENT |
| 3.9 LAYER THICKNESS |
| 3.10 THICKNESS CONTROL |
| 3.11 COMPACTION |
| 3.12 EDGES OF AGGREGATE-SURFACED ROAD |
| 3.13 MAINTENANCE |
| 32 92 32.01 11 - ESTABLISHMENT OF TURF |
| 32 92 32.01 11 - ESTABLISHMENT OF TURF |
| PART 1 GENERAL |
| 1.1 SCOPE |
| 1.2 REFERENCES |
| 1.3 SUBMITTALS |
| 1.4 QUALITY CONTROL |
| 1.5 AREAS TO BE TURFED |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Fertilizer and Limestone |
| 2.1.2 Seed |
| 2.1.3 Mulch |
| 2.1.4 Water |
| 2.1.5 Spot Sod |
| 2.1.6 Sprigs |
| 2.1.7 Soil for Repairs |
| 2.1.8 Soil Composition |
| 2.2 SAMPLING, TESTING, AND CERTIFICATES |
| 2.2.1 Seed |
| 2.2.2 Soil Testing |
| 2.2.3 Fertilizer and Limestone Testing |
| 2.2.4 Mulch |
| PART 3 EXECUTION |
| 3.1 COMMENCEMENT, PROSECUTION, AND COMPLETION |
| 3.2 PREPARATION OF GROUND SURFACE |
| 3.2.1 Clearing |
| 3.2.2 Dressing |
| 3.3 SPOT SODDING AND SPRIGGING |
| 3.4 SEEDING |
| 3.4.1 Planting Dates |
| 3.4.2 Seed Mixtures |
| 3.4.3 Damage to Seeding |
| 3.5 APPLICATION OF AN ANCHORING MULCH |
| 3.6 HYDRAULIC SLURRY METHOD |
| 3.7 COMPACTING |
| 3.8 ESTABLISHMENT |
| 3.8.1 General |
| 3.8.2 Maintenance |
| 3.9 Turf Establishment Period |
| 3.10 INSPECTION AND ACCEPTANCE |
| 3.10.1 Areas Requiring Returfing |
| 3.11 COMMENCEMENT, PROSECUTION, AND COMPLETION |
| 3.11.1 Sequence of Work |
| 3.12 PREPARATION OF GROUND SURFACE |
| 3.12.1 Clearing |
| 3.12.2 Dressing |
| 3.13 APPLICATION OF FERTILIZER AND/OR LIMESTONE |
| 3.14 SPOT SODDING |
| 3.15 SPRIGGING |
| 3.16 SEEDING |
| 3.16.1 Planting Dates |
| 3.16.2 Seed Mixtures |
| 3.16.3 Broadcast Seeding |
| 3.16.4 Hydroseeding |
| 3.16.5 Damage to Seeding |
| 3.17 APPLICATION OF AN ANCHORING MULCH |
| 3.18 HYDRAULIC SLURRY METHOD |
| 3.19 COMPACTING |
| 3.20 ESTABLISHMENT |
| 3.20.1 General |
| 3.20.2 Watering |
| 3.20.3 Maintenance |
| 3.20.4 Turf Establishment Period |
| 3.21 INSPECTION AND ACCEPTANCE |
| 3.21.1 Areas Requiring Returfing |
| DIVISION 33 - UTILITIES |
| 33 40 00 - STORM DRAINAGE UTILITIES |
| 33 40 00 - STORM DRAINAGE UTILITIES |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.3.1 Delivery and Storage |
| 1.3.2 Handling |
| PART 2 PRODUCTS |
| 2.1 PIPE FOR CULVERTS AND STORM DRAINS |
| 2.1.1 Concrete Pipe |
| 2.2 DRAINAGE STRUCTURES |
| 2.2.1 Flared End Sections |
| 2.2.2 Outlet structures |
| 2.3 MISCELLANEOUS MATERIALS |
| 2.3.1 Concrete |
| 2.3.2 Joints |
| 2.3.2.1 Flexible Watertight, Gasketed Joints |
| 2.4 RESILIENT CONNECTORS |
| 2.5 HYDROSTATIC TEST ON WATERTIGHT JOINTS |
| 2.5.1 Concrete Pipe |
| PART 3 EXECUTION |
| 3.1 EXCAVATION FOR PIPE CULVERTS, STORM DRAINS, AND DRAINAGE STRUCTURES |
| 3.1.1 Removal of Unstable Material |
| 3.2 BEDDING |
| 3.2.1 Concrete Pipe Requirements |
| 3.3 PLACING PIPE |
| 3.3.1 Concrete Pipe |
| 3.4 JOINTING |
| 3.4.1 Concrete Pipe |
| 3.4.1.1 Flexible Watertight Joints |
| 3.5 DRAINAGE STRUCTURES |
| 3.5.1 Outlet Structure |
| 3.5.2 Flared End Sections and Headwalls |
| 3.6 BACKFILLING |
| 3.6.1 Backfilling Pipe in Fill Sections |
| 3.6.2 Movement of Construction Machinery |
| 3.6.3 Compaction |
| 3.6.3.1 General Requirements |
| 3.6.3.2 Minimum Density |
3.6.4 Determination of Density
| 3.7 PIPELINE TESTING |
| 3.7.1 Leakage Tests |
| 3.7.2 Deflection Testing |
| 3.7.3 Post-Installation Inspection |
| DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION |
| 35 20 18 - FLAP GATE AND APPURTENANCES |
| 35 20 18 - FLAP GATE AND APPURTENANCES |
| PART 1 SCOPE |
| PART 2 PRODUCTS |
| 2.1 Flap Gates |
| 2.1.1 General |
| 2.1.2 Head Design Requirement |
| 2.1.3 Gate Frames |
| 2.1.4 Gate Cover |
| 2.1.5 Hinge Links |
| 2.1.6 Hinge Post Assemblies |
| 2.1.7 Hinge Pins |
| 2.1.8 Neoprene Seals |
| PART 3 INSTALLATION |
| 3.1 Flap Gate |
| 35 31 19.00 11 - STONE PROTECTION |
| 35 31 19.00 11 - STONE PROTECTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 SCOPE |
| 1.4 QUALITY CONTROL |
| 1.5 STONE SOURCES |
| PART 2 PRODUCTS |
| 2.1 FILTER MATERIAL |
| 2.1.1 General |
| 2.1.2 Gradation |
| 2.2 STONE |
| 2.2.1 General |
| 2.2.2 Sources and Evaluation Testing |
| 2.2.3 Stone Gradation |
| 2.2.4 Test Method |
| 2.2.5 Gradation Test |
| 2.2.6 Proportional Dimension Limitations |
| 2.2.7 Stone Stockpile |
| PART 3 EXECUTION |
| 3.1 BASE PREPARATION |
| 3.2 PLACEMENT OF FILTER MATERIAL LAYERS |
| 3.2.1 General |
| 3.2.2 Placement of Filter Material on Prepared Base |
| 3.3 PLACEMENT OF STONE |
| 3.4 PLACEMENT CONTROL |
| 3.4.1 Quality Control Measures |
| 3.4.2 Check Surveys |
| 3.5 TESTS AND INSPECTIONS |
| 3.5.1 Pre-Production |
| 3.5.1.1 Bulk Specific Gravity |
| 3.5.1.2 Material Quality |
| 3.5.1.3 Borderline Material Quality |
| 3.5.2 Filter Material Layers and Sand Fill |
| 3.5.2.1 General |
| 3.5.2.2 Reporting |
| Farrenburg Phase 2 Specs - Solicitation (6-18-2018).pdf |
| PROJECT TABLE OF CONTENTS |
| DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS |
| 00 00 00.00 11 - DEPARTMENT OF THE ARMY |
| 00 00 00.00 11 - DEPARTMENT OF THE ARMY |
| U.S. ARMY CORPS OF ENGINEERS |
| 00 10 00.00 11 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS |
| 00 10 00.00 11 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS |
| PART 1 GENERAL |
| 00 41 00.00 11 - BIDDING SCHEDULE |
| 00 41 00.00 11 - BIDDING SCHEDULE |
| PART 1 BIDDING SCHEDULE |
| 1.1 LINE ITEMS |
| 1.2 NOTES |
| 00 70 00.00 11 - CONTRACT CLAUSE INSERTS |
| 00 70 00.00 11 - CONTRACT CLAUSE INSERTS |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 UAI 31.105-101 Special Contract Requirements |
| 1.3 FAR 52.204-7 SYSTEM FOR AWARD MANAGEMENT JUL 2013 |
| 1.4 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK APR |
| 1.5 FAR 52.211-12 LIQUIDATED DAMAGES CONSTRUCTION SEP 2000 |
| 1.6 FAR 52.211-18 VARIATION IN ESTIMATED QUANTITIES APR 1984 |
| 1.7 FAR 52.228-5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION JAN 1997 |
| 1.8 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR APR 1984 |
| 1.9 FAR 52.236-5 MATERIAL AND WORKMANSHIP APR 1984 |
| 1.10 FAR 52.236-4 PHYSICAL DATA APR 1984 |
| 1.11 FAR 52.236-21 SPECIFICATION AND DRAWING FOR CONSTRUCTION FEB 1997 |
| 1.12 FAR 52.236-16 QUANTITY SURVEYS-ALTERNATE I APR 1984 |
| 1.13 FAR 52.246-21 WARRANTY OF CONSTRUCTION MAR 1994 |
| 1.14 FAR 52.249-10 DEFAULT FIXED-PRICE CONSTRUCTIONAPR 1984 |
| 1.15 UAI 52.249-5000 BASIS FOR SETTLEMENT OF PROPOSALS MAR 2013 |
| 1.16 DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS AUG 2000 |
| 1.17 DFARS 52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION DEC |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 00 80 00.00 11 - SPECIAL CONTRACT REQUIREMENTS |
| 00 80 00.00 11 - SPECIAL CONTRACT REQUIREMENTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 EXCLUSION PERIODS IN COMPUTING COMPLETION SCHEDULES |
| 1.4 EXCEPTION TO LIQUIDATED DAMAGES |
| 1.5 RIGHTS-OF-WAY |
| 1.6 LAYOUT OF WORK |
| 1.7 PROGRESS CHART |
| 1.8 SAFETY RELATED SPECIAL REQUIREMENTS |
| 1.9 CERTIFICATES OF COMPLIANCE |
| 1.10 CONTRACTOR'S CERTIFICATE |
| 1.11 SHOP DRAWINGS |
| 1.12 AS-BUILT DRAWINGS |
| 1.13 DAMAGE TO WORK |
| 1.14 NOTIFICATION OF AREA ENGINEER BEFORE BEGINNING WORK |
| 1.15 RETESTING OF CONSTRUCTION MATERIALS |
| 1.16 VEHICLE WEIGHT LIMITATIONS |
| 1.17 OBSTRUCTIONS |
| 1.18 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES |
| 1.19 ACCEPTANCE SECTIONS |
| 1.20 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER 31 OCT 1989 |
| 1.21 STONE SOURCES |
| 1.22 FIELD OFFICE BUILDING |
| 1.23 HAUL ROADS |
| 1.24 TEMPORARY PROJECT FENCING |
| 1.25 MAINTENANCE OF TRAFFIC |
| 1.26 COOPERATION WITH OTHERS |
| 1.27 HOURS OF WORK |
| 1.28 SUNDAY, HOLIDAY AND NIGHT WORK |
| 1.29 SECURITY REQUIREMENTS |
| 1.30 STORAGE OF EQUIPMENT AND MATERIALS |
| 1.31 UTILITY SERVICES |
| 1.32 COMMERCIAL WARRANTY |
| 1.33 PAYMENT FOR MATERIAL STORED OFF-SITE |
| 1.34 WORK IN QUARANTINED AREA |
| 1.35 FLOOD EMERGENCY |
| 1.36 PATENTS, PROPRIETARY RIGHTS |
| 1.37 PROTECTION OF MATERIALS AND WORK |
| 1.38 EXISTING FLOOD PROTECTION |
| 1.39 FINAL ACCEPTANCE |
| 1.40 INSPECTION |
| 1.41 DESIGNATED BILLING OFFICE |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| DIVISION 01 - GENERAL REQUIREMENTS |
| 01 11 00.00 11 - SUMMARY OF WORK |
| 01 11 00.00 11 - SUMMARY OF WORK |
| PART 1 GENERAL |
| 1.1 WORK COVERED BY CONTRACT DOCUMENTS |
| 1.1.1 Project Description |
| 1.1.2 Location |
| 1.2 EXISTING WORK |
| 1.3 LOCATION OF UNDERGROUND FACILITIES |
| 1.4 UAI SUBPART 5122.13 - EQUAL OPPORTUNITY FOR VETERANS JAN 2017 |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 22 00.00 11 - MEASUREMENT AND PAYMENT |
| 01 22 00.00 11 - MEASUREMENT AND PAYMENT |
| PART 1 GENERAL |
| 1.1 JOB PAYMENT ITEMS |
| 1.1.1 Mobilization and Demobilization |
| 1.1.2 Environmental Protection |
| 1.1.3 Demolition |
| 1.1.4 Unwatering |
| 1.1.5 Write/Amend and Maintain SWPPP |
| 1.2 UNIT PRICE PAYMENT ITEMS |
| 1.2.1 Storm Water Pollution Prevention |
| 1.2.1.1 Silt Fence |
| 1.2.2 Outlet Structure Cast-in-Place |
| 1.2.3 36" Precast Flared End Section |
| 1.2.4 36" Flap Gate |
| 1.2.5 36" Reinforced Concrete Pipe RCP |
| 1.2.6 Excavation |
| 1.2.7 Culvert 7 - Levee Embankment |
| 1.2.8 Culvert 7 - Cofferdam 1 |
| 1.2.9 Culvert 7 - Cofferdam 2 |
| 1.2.10 Culvert 8 - Levee Embankment |
| 1.2.11 Culvert 8 - Cofferdam |
| 1.2.12 Compacted Pervious Backfill |
| 1.2.13 R-400 Riprap |
| 1.2.14 Filter Material |
| 1.2.15 Aggregate Surface Course |
| 1.2.16 Geotextile Filter Fabric |
| 1.2.17 Establishment of Turf |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 33 00 - SUBMITTAL PROCEDURES |
| 01 33 00 - SUBMITTAL PROCEDURES |
| PART 1 GENERAL |
| 1.1 DEFINITIONS |
| 1.1.1 Submittal |
| 1.1.2 Submittal Descriptions SD |
| 1.1.3 Approving Authority |
| 1.1.4 Work |
| 1.2 SUBMITTALS |
| 1.3 SUBMITTAL REGISTER |
| 1.4 CONTRACTOR USE OF SUBMITTAL REGISTER |
| 1.5 APPROVING AUTHORITY USE OF SUBMITTAL REGISTER |
| 1.6 COPIES DELIVERED TO THE GOVERNMENT |
| 1.7 PROCEDURES FOR SUBMITTALS |
| 1.7.1 Reviewing, Certifying, Approving Authority |
| 1.7.2 Constraints |
| 1.7.3 Scheduling |
| 1.7.4 Variations |
| 1.7.4.1 Considering Variations |
| 1.7.4.2 Proposing Variations |
| 1.7.4.3 Warranting That Variations Are Compatible |
| 1.7.4.4 Review Schedule Is Modified |
| 1.8 CONTRACTOR'S RESPONSIBILITIES |
| 1.9 GOVERNMENT'S RESPONSIBILITIES |
| 1.10 FORMAT OF SUBMITTALS |
| 1.10.1 Transmittal Sheet |
| 1.10.2 Identifying Submittals |
| 1.11 SUBMISSION AND CONTROL OF SUBMITTALS |
| 1.11.1 Submittals Required from the Contractor |
| 1.11.1.1 Submittal Procedures and Deviations |
| 1.11.1.2 Control of Submittals |
| 1.11.1.3 O&M Data |
| 1.12 SUBMITTAL CLASSIFICATION |
| 1.12.1 Government Approved |
| 1.12.2 Information Only |
| 1.13 APPROVED SUBMITTALS |
| 1.14 DISAPPROVED SUBMITTALS |
| 1.15 WITHHOLDING OF PAYMENT |
| 1.16 GENERAL |
| 1.17 SUBMITTAL REGISTER |
| 1.18 SCHEDULING |
| 1.19 TRANSMITTAL SHEET ENG FORM 4025 |
| 1.20 GOVERNMENT APPROVED SUBMITTALS |
| 1.21 INFORMATION ONLY SUBMITTALS |
| 1.22 STAMPS |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION Not Used |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 ORDERING INFORMATION |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODERMS CM |
| 01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODERMS CM |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 Contract Administration |
| 1.2.1 Correspondence and Electronic Communications |
| 1.2.2 Other Factors |
| 1.3 RMS SOFTWARE |
| 1.3.1 RMS CONTRACTOR'S MODE CM |
| 1.4 SYSTEM REQUIREMENTS |
| 1.5 RELATED INFORMATION |
| 1.5.1 RMS User Guide |
| 1.6 CONTRACT DATABASE |
| 1.7 DATABASE MAINTENANCE |
| 1.7.1 Administration |
| 1.7.1.1 Contractor Information |
| 1.7.1.2 Subcontractor Information |
| 1.7.1.3 Correspondence |
| 1.7.1.4 Equipment |
| 1.7.1.5 Management Reporting |
| 1.7.1.6 Request For Information RFI |
| 1.7.2 Finances |
| 1.7.2.1 Pay Activity Data |
| 1.7.2.2 Payment Requests |
| 1.7.3 Quality Control QC |
| 1.7.3.1 Daily Contractor Quality Control CQC Reports. |
| 1.7.3.2 Deficiency Tracking. |
| 1.7.3.3 QC Requirements |
| 1.7.3.4 Three-Phase Control Meetings |
| 1.7.3.5 Labor and Equipment Hours |
| 1.7.3.6 Accident/Safety Reporting |
| 1.7.3.7 Features of Work |
| 1.7.3.8 Hazard Analysis |
| 1.7.4 Submittal Management |
| 1.7.5 Schedule |
| 1.7.6 Import/Export of Data |
| 1.8 IMPLEMENTATION |
| 1.9 MONTHLY COORDINATION MEETING |
| 1.10 NOTIFICATION OF NONCOMPLIANCE |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01 45 04.00 11 - CONTRACTOR QUALITY CONTROL |
| 01 45 04.00 11 - CONTRACTOR QUALITY CONTROL |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 PAYMENT |
| PART 2 PRODUCTS Not Used |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 QUALITY CONTROL PLAN |
| 3.2.1 Content of the CQC Plan |
| 3.2.2 Acceptance of Plan |
| 3.2.3 Notification of Changes |
| 3.3 COORDINATION MEETING |
| 3.4 QUALITY CONTROL ORGANIZATION |
| 3.4.1 Personnel Requirements |
| 3.4.2 CQC System Manager |
| 3.4.3 Additional Requirement |
| 3.4.4 Organizational Changes |
| 3.5 SUBMITTALS AND DELIVERABLES |
| 3.6 CONTROL |
| 3.6.1 Preparatory Phase |
| 3.6.2 Initial Phase |
| 3.6.3 Follow-up Phase |
| 3.6.4 Additional Preparatory and Initial Phases |
| 3.7 TESTS |
| 3.7.1 Testing Procedure |
| 3.7.2 Testing Laboratories |
| 3.7.2.1 Laboratory Validation |
| 3.7.2.2 Capability Check |
| 3.7.2.3 Capability Recheck |
| 3.7.3 Onsite Laboratory |
| 3.7.4 Furnishing or Transportation of Samples for Testing |
| 3.8 COMPLETION INSPECTION |
| 3.8.1 Punch-Out Inspection |
| 3.8.2 Pre-Final Inspection |
| 3.8.3 Final Acceptance Inspection |
| 3.9 DOCUMENTATION |
| 3.10 NOTIFICATION OF NONCOMPLIANCE |
| 01 57 20.00 11 - ENVIRONMENTAL PROTECTION |
| 01 57 20.00 11 - ENVIRONMENTAL PROTECTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DEFINITIONS |
| 1.3.1 Environmental Pollution and Damage |
| 1.3.2 Environmental Protection |
| 1.3.3 Contractor Generated Hazardous Waste |
| 1.3.4 Project Pesticide Coordinator |
| 1.3.5 Land Application for Discharge Water |
| 1.3.6 Pesticide |
| 1.3.7 Pests |
| 1.3.8 Surface Discharge |
| 1.3.9 Waters of the United States |
| 1.3.10 Wetlands |
| 1.3.11 Spill or Hazardous Substance Release of "Reportable Quantity" |
| 1.4 GENERAL REQUIREMENTS |
| 1.5 SUBCONTRACTORS |
| 1.6 ENVIRONMENTAL PROTECTION PLAN |
| 1.6.1 Compliance |
| 1.6.2 Contents |
| 1.6.3 Appendix |
| 1.7 PROTECTION FEATURES |
| 1.8 SPECIAL ENVIRONMENTAL REQUIREMENTS |
| 1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS |
| 1.10 NOTIFICATION |
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION |
| 3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS |
| 3.2 LAND RESOURCES |
| 3.2.1 Work Area Limits |
| 3.2.2 Landscape |
| 3.2.3 Reduction of Exposure of Unprotected Erodible Soils |
| 3.2.4 Temporary Protection of Disturbed Areas |
| 3.2.5 Erosion and Sediment Controls |
| 3.2.6 Contractor Facilities and Work Areas |
| 3.2.7 Borrow Areas Provided by the Government |
| 3.3 WATER RESOURCES |
| 3.3.1 Cofferdams, Diversions, and Dewatering Operations |
| 3.3.2 Stream Crossings |
| 3.3.3 Wetlands |
| 3.4 AIR RESOURCES |
| 3.4.1 Particulates |
| 3.4.2 Odors |
| 3.4.3 Sound Intrusions |
| 3.4.4 Burning |
| 3.4.5 Hydrocarbons and Carbon Monoxide |
| 3.4.6 Monitoring Air Quality |
| 3.5 WASTE DISPOSAL |
| 3.5.1 Disposal Areas |
| 3.5.2 Temporary Excavation and Embankments |
| 3.5.3 Solid Wastes |
| 3.5.4 Chemicals and Chemical Wastes |
| 3.5.5 Contractor Generated Hazardous Wastes/Excess Hazardous Materials |
| 3.5.6 Fuel and Lubricants |
| 3.5.7 Waste Water |
| 3.6 REPORTING OF POLLUTION SPILLS |
| 3.7 WASTE MINIMIZATION AND RECYCLING |
| 3.8 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT |
| 3.9 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES |
| 3.10 BIOLOGICAL RESOURCES |
| 3.11 INTEGRATED PEST MANAGEMENT |
| 3.11.1 Pesticide Delivery and Storage |
| 3.11.2 Qualifications |
| 3.11.3 Pesticide Handling Requirements |
| 3.11.4 Application |
| 3.12 PREVIOUSLY USED EQUIPMENT |
| 3.13 MAINTENANCE OF POLLUTION FACILITIES |
| 3.14 MILITARY MUNITIONS |
| 3.15 TRAINING OF CONTRACTOR PERSONNEL |
| 3.16 INSPECTION |
| 3.17 POST CONSTRUCTION CLEANUP |
| 3.18 RESTORATION OF LANDSCAPE DAMAGE |
| 01 57 25.00 11 - STORM WATER POLLUTION PREVENTION PLAN |
| 01 57 25.00 11 - STORM WATER POLLUTION PREVENTION PLAN |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL |
| 1.3 SUBMITTALS |
| 1.4 EROSION AND SEDIMENT CONTROLS |
| 1.4.1 Stabilization Practices |
| 1.4.1.1 Unsuitable Conditions |
| 1.4.1.2 No Activity for Less Than 14 Days |
| PART 2 STORMWATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION ACTIVITY |
| 2.1 Site Description |
| 2.2 Responsible Parties |
| 2.3 Receiving Waters |
| 2.4 Documentation of Permit Eligibility Related to the 303d list and |
| 2.5 Attainment of Water Quality Standards After Authorization |
| 2.6 Site Map Requirements See Site Map on Sheet G-002 |
| 2.7 Stormwater Controls |
| 2.8 Other Controls |
| 2.9 Non-Stormwater Discharges |
| 2.10 Post-Construction Stormwater Management Establishment of Turf |
| 2.11 Applicable State or Local Programs |
| 2.12 INSPECTIONS |
| 2.12.1 GENERAL INSPECTION GUIDELINES |
| 2.12.2 DISTURBED AREAS AND AREAS USED FOR MATERIAL STORAGE |
This is the start of the file's text. The full file is on GovTribe.