Tyson F O specs.pdf

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Attached to: Missouri River Recovery Program for Construction, Unrestricted Multiple Award Task Order Contract (MATOC); Gavins Point Dam, SD to Missouri River near St. Louis, MO
Solicitation number: W9128F-08-R-0024
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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SPECIFICATIONS

(Task Order No 0001)

Solicitation No. W9128F-08-R-0024_

Fish and Wildlife Mitigation Tyson Bend Project Missouri River, Iowa & Nebraska

Task Order No 0001 for Multiple Award Task Order Contract (MATOC) for Construction Missouri River Recovery Program

May 2008

US Army Corps of Engineers Omaha District

FISH AND WILDLIFE MITIGATION

TYSON BEND PROJECT

MISSOURI RIVER, IOWA & NEBRASKA

PROJECT TABLE OF CONTENTS

CONTRACT REQUIREMENTS

00 11 00 PROPROSAL SCHEDULE

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00.24 SUBMITTAL PROCEDURES

01500 MEASUREMENT AND PAYMENT

01561 (SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01562 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

DIVISION 02 - SITE CONSTRUCTION

02000 STONE (QUARRIED AND SALVAGED)

02110 CLEARING AND GRUBBING

02300A EARTHWORK

02340 STRUCTURES

02373 GEOTEXTILE

02382 ARTICULATING CONCRETE BLOCK REVETMENTS

02482 DREDGING

02563 (IOWA) PAVEMENTS FOR SMALL PROJECTS

02630 MCORRUGATED STEEL PIPE CULVERTS

02821A BARB-WIRE FENCING

02935 TURF

DIVISION 03 - CONCRETE

03307A CONCRETE FOR MINOR STRUCTURES

-- End of Project Table of Contents --

00010-3

BIDDING SCHEDULE

Item Estimated Unit No. Description Quantity Unit Price Amount

BASIC

0001 Entire work, complete, for clearing and grubbing as shown on the drawings and in the specifications 7.0 Acre $_________ $__________

0002. Entire work, complete, for quarried stone as shown on the drawings and in the specifications 11,350 Tons $ _________ $__________

0003 Entire work, complete, for excavation as shown on the drawings and in the specifications 958,900 CY $_________ $__________

0004 Entire work, complete, for seeding and mulching as shown on the drawings and in the specifications 50.0 Acre $_________ $__________

0005 All remaining work for the Basic work (excluding Options 1 and 2 below) L.S. Job - $__________

OPTION 1

0006AA Entire work, complete, for clearing and grubbing as shown on the drawings and in the specifications 3.0 Acre $_________ $__________

0006AB Entire work, complete, for quarried stone as shown on the drawings and in the specifications 4,350 Tons $ _________ $__________

0006AC Entire work, complete, for excavation as shown on the drawings and in the specifications 49,800 CY $_________ $__________

00010-4

0006AD Entire work, complete, for seeding and mulching as shown on the drawings and in the specifications 4.5 Acre $_________ $__________

0006AE All remaining work for Option 1 L.S. Job - $__________

TOTAL OPTION 1 $______________________

OPTION 2

0007AA Entire work, complete, for clearing and grubbing as shown on the drawings and in the specifications 3.0 Acre $_________ $__________

0007AB Entire work, complete, for excavation as shown on the drawings and

In the specifications 11,580 CY $_________ $__________

0007AC Entire work, complete, for embankment as shown on the drawings and in the specifications 12,580 CY $_________ $__________

0007AD Entire work, complete, for seeding and mulching as shown on the drawings and in the specifications 4.0 Acre $_________ $__________

0007AE. All remaining work for Option 2 L.S. Job - $__________

TOTAL OPTION 2 $______________________

TOTAL AMOUNT: BASIC PLUS OPTION 1 AND OPTION 2 $______________________

Notes:

1. The quantities for unit priced items are estimated only and the respective unit price will prevail in the event of an overrun or underrun subject to Contract Clauses "Variation in Estimated Quantity."

00010-5

2. Bid prices must be entered for all items of the schedule. Total amount bids submitted without bid prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government. In case of variation between the unit prices and the extensions, the unit prices will be considered the bid. In case of variation between the individual bid item prices and the total amount, the individual bid prices will be considered the bid.

3. A modification to a bid which provides for a single adjustment to the total amount bid should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the single adjustment will be applied to Item No. 0005.

4. See Section 01500 MEASUREMENT AND PAYMENT for additional information.

Tyson Bend, Fish and Wildlife Mitigation, Mo River IA & NE MR57

DOCUMENT TABLE OF CONTENTS

DOCUMENTS 00 - INTRODUCTORY, BIDDING, AND CONTRACT REQUIREMENTS

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

5/00, Rev 5/03

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

1.1.1 Start Work

1.2 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

1.3 Recreational Boaters

PART 2 NOT USED

PART 3 NOT USED

-- End of Document Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

5/00, Rev 5/03

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for Construction Missouri River Recovery Program.

See the full text section in the Basic MATOC for more information.)

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall commence work under this contract within ten (10) calendar days after the date of receipt by him of Notice to Proceed, prosecute said work diligently, and complete the entire work except seeding ready for use not later than 360 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises. (FAR 52.211-10)

1.1.1 Start Work

Evidence that the Contractor has started procurement of materials, preparation and submission of shop drawings, preparation of subcontracts, and other preparatory work will satisfy the requirement that work commence within ten (10) calendar days after receipt of Notice to Proceed.

Therefore, work need not be commenced at the construction site within ten

(10) calendar days.

1.2 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

(a) Liquidated damages for this Task Order are $850 for each calendar day of delay until the work is completed or accepted.

(See the Basic MATOC for full text.)

1.3 Recreational Boaters

Dredging operations will stop if recreational boaters come within 300' or per COR discretion. Operations may continue when recreational boaters are outside of this safety distance.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 73 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 2/08

PART 1 GENERAL

1.1 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.2 WAGE RATE APPLICATION

1.63 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 2/08

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for Construction Missouri River Recovery Program.

See the full text section in the Basic MATOC for more information.)

PART 1 GENERAL

Attachments: General Wage Decision Nos. NE080001 & IA080031

1.1 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

(16) (10) (04) (05) (07) (07) (05) (07) (04) (03) (02) (11)

(See Basic MATOC for full text)

1.2 WAGE RATE APPLICATION

For copies of Wage Rates, See Attachment GENERAL WAGE DECISIONS.

Applicable to all work.

1.63 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

Goals for Minority Participation for Each Trade

5.3

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Omaha, NE, EA-143, of which Wasington Co., NE, and Harrison Co., IA are a part.

(See Basic MATOC for full text)

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 2

NE080001 Page 1

General Decision Number: NE080001 02/22/2008 NE1

Superseded General Decision Number: NE20070001

State: Nebraska

Construction Types: Heavy and Highway

Counties: Douglas, Sarpy, Saunders and Washington Counties in Nebraska.

HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects, and railroad construction; bascule, suspension & spandrel arch bridges;

bridges designed for commercial navigation; bridges involving marine construction; other major bridges) SAUNDERS COUNTY

(EAST OF HWY. #109 EXTENDED NORTH AND SOUTH TO THE COUNTY

LINE)

Modification Number Publication Date 0 02/08/2008 1 02/22/2008

CARP0444-002 06/01/2007

Rates Fringes

CARPENTER........................$ 22.81 8.06

Piledriver.......................$ 23.31 8.06

ELEC0022-002 06/01/2006

DOUGLAS AND SARPY COUNTIES; SAUNDERS COUNTY (east of Hwy. #109 and north of U.S. Alternate Highway No. 30 (Route 92)); AND

WASHINGTON COUNTY:

Rates Fringes

ELECTRICIAN......................$ 28.10 11.51

ELEC0265-001 06/01/2007

SAUNDERS COUNTY (east of Hwy. #109 and south of U.S. Alternate Hwy. No. 30 (Route 92)):

Electricians:

Zone 1......................$ 23.65 9.25 Zone 2......................$ 23.95 9.25 Zone 3......................$ 24.25 9.25 Zone 4......................$ 24.65 9.25

NE080001 Page 2

ZONE DEFINITIONS:

Zone 1: 0 to 35 miles from the main Post Office in Lincoln, NE

Zone 2: 36 to 50 miles from the main Post Office in Lincoln, NE

Zone 3: 51 to 75 miles from the main Post Office in Lincoln, NE

Zone 4: 76 miles and over from the main Post Office in Lincoln, NE

FOOTNOTE:

Work on scaffolds, hanging scaffolds, boatswains chairs or ladders, etc., in any area where the worker is in a position to fall 40 ft. or more, or where objects above the worker can fall 40 ft. or more: to be paid one and one-half times the straight- time rate of pay.

ZONE DEFINITIONS:

Zone 1: 0 to 35 miles from the main Post Office in Lincoln, NE

Zone 2: 36 to 50 miles from the main Post Office in Lincoln, NE Zone 3: 51 to 75 miles from the main Post Office in Lincoln, NE Zone 4: 76 miles and over from the main Post Office in Lincoln, NE

ELEC1525-001 09/04/2006

LINE CONSTRUCTION:

Rates Fringes

Line technicians:

Cable splicer; Line welder..$ 30.75 23.75%+5.00 Ground person...............$ 18.50 23.75%+5.00 Line equipment operator.....$ 25.67 23.75%+5.00 Line technician.............$ 28.60 23.75%+5.00 Truck driver................$ 20.53 23.75%+5.00

ELEC1525-002 09/04/2006

Rates Fringes

Traffiic signal, street light and underground work:

Cable splicer; Line welder..$ 30.75 23.75%+5.00 Equipment operator..........$ 25.67 23.75%+5.00 Ground person...............$ 18.50 23.75%+5.00 Line technician.............$ 28.60 23.75%+5.00 Truck driver................$ 20.53 23.75%+5.00

* ENGI0571-003 06/01/2007

NE080001 Page 3

Power Equipment Operator Group 1.....................$ 15.59 6.75 Group 2.....................$ 19.41 6.75 Group 3.....................$ 21.02 6.75 Group 4.....................$ 21.77 6.75 Group 5.....................$ 23.85 6.75

Group 1: Oiler, Greaser, Air Compressors, Welding machines, Pumps, Rollers, Hydro Hammer, Concrete Pumps, Rubber Tired Farm Tractors, Spread Oiler less than 2 years experience.

Group 2: Offroad heavy haulers, Rough Dozer, Rough Blade, Cure & Tyne Machine, Pug Mill, Ferguson type tractors (Workbull with high tecco), Asphalt Roller, Forklift, Oil Distributor, Boom Trucks under 5000lbs, Self-Propelled Compactor, Scrapers and Tractor-Scraper Combination (With less than 2 years experience).

Group 3: One & Two Drum hoits, Tuggers, Trenchers, Concrete spreader & Finishing Machine, Loaders, Spread Oiler more than 2 years experience, Bantam Type Tamper, Rubber Tired Tractor Backhoe, Finish Dozer, Scraper and Tractor-Scraper Combination (with less than 3 years experience).

Group 4: Trimmers, Backhoes/Excavator, Machanic, Slipform Pavers, Asphalt Plants-Concrete Plants, Laydown machines, Concrete PUmp Trucks, Finish Blade, Scraper and Tractor-Scraper Combination (with more than 3 years experience).

Group 5: Cranes, Bridge Desk Finishers, Excavator used for hoisting to construct Bridges and Box Culverts.

FOOTNOTES:

Operation of an articulating, Pitman type boom truck with single axle truck and lift capacity of less than 5,000 lbs., used to put construction materials in place: 90% of the group 2 rate.

When two (2) scraper units or two push cat units capable of operating separately are hooked together in tandem for single operation, the operator shall receive twenty-five cents ($0.25) over the classification worked.

When air compressors are used for operating the hammer when pulling or driving pile and the compressor operator is required to operate the air valve for such hammer, such compressor operator shall receive the top wage rate.

Operators working in tunnels and caverns under compressed or free air shall receive forty cents ($0.40) above their classification.

NE080001 Page 4

Hazardous waste removal work requiring the wearing of personal protective equipment and/or suits, to be paid as follows:

Class A: $3.00 additional per hour Class B: 2.00 additional per hour Class C: 1.00 additional per hour Class D: no premium pay.

IRON0021-003 06/01/2007

Rates Fringes

IRONWORKER.......................$ 24.83 9.40

LABO1140-001 06/01/2007

DOUGLAS and SARPY COUNTIES; SAUNDERS COUNTY (east of Hwy. #109)

Rates Fringes

LABORER

Form setter, pre-cast manhole setter, inlet builder.....................$ 17.49 6.55 General Laborer.............$ 16.76 6.55 Mortar mixer, Concrete saw operator, Pipelayer and Chain saw operator..........$ 17.05 6.55

LABO1140-003 06/01/2007

WASHINGTON COUNTY

Rates Fringes

Laborers:

Form setter, pre-cast manhole setter, inlet builder.....................$ 17.49 6.55

PAIN0081-010 06/01/2007

Rates Fringes

PAINTER..........................$ 19.98 6.20

FOOTNOTES:

Work performed above 75 ft. on suspended staging: $.50 per hour additional.

Spray machine operator: $.50 per hour additional.

Nozzle operator for sandblasting and waterblasting (waterblasting more than 10,000 PSI) (including all side arm grinder operators engaged in removing paint or preparing for painting): $.50 per hour additional.

NE080001 Page 5

SUNE1988-001 12/20/1988

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 13.62 3.00

SUNE1993-001 08/05/1993

Rates Fringes

Sprinkler Installer (lawn).......$ 5.85

TEAM0554-001 01/01/2007

Rates Fringes

Truck drivers:

Low Boy Driver..............$ 17.67 6.40 All Other Work..............$ 16.42 6.40

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

NE080001 Page 6 and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

IA080031 Page 1

General Decision Number: IA080031 02/15/2008 IA31

Superseded General Decision Number: IA20070031

State: Iowa

Construction Type: Heavy River Work

Counties: Iowa Statewide.

HEAVY CONSTRUCTION PROJECTS FOR WORK ON OR PERTAINING TO THE

MISSISSIPPI AND MISSOURI RIVERS.

Modification Number Publication Date 0 02/08/2008 1 02/15/2008

CARP0004-007 01/01/2008

SCOTT COUNTY

Rates Fringes

CARPENTER........................$ 26.40 11.62

ENGI0150-008 06/01/2007

CEDAR, CLINTON, DES MOINES, LEE, LOUISA, MUSCATINE AND SCOTT

COUNTIES

Power equipment operators:

GROUP 1.....................$ 26.15 16.90

GROUP 2.....................$ 24.55 16.90

GROUP 3.....................$ 23.40 16.90

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1:Cranes; Shovel; Clamshell; Dragline; Backhoe;

Derrick; Tower Crane; Cable Way; Concrete Spreaders (servicing 2 pavers); Asphalt Spreaders; Asphalt Mixer;

Plant Engineers; Dipper Dredge Operator; Dipper Dredge Cranemen; Dual Purpose Trucks (Boom or Winch); Leverman or Engineman (Hydraulic Dredge); Mechanics; Paving Mixer with tower attached (two operators required); Piledriver; Boom Tractor, Stationary, Portable or Floating Mixing Plant;

Trenching Machine (over 40 HP), Building Hoist (2 drums), Hot Paint Wrapping Machine; Cleaning & Priming Machine, Backfiller (throw bucket), Locomotive Engineer; qualified Welder; Tow or Push Boat; Concrete Paver; Seaman trav-L-plant or similar Machine; CMI Autograder or similar machine; Slip Form Paver; Caisson Augering Machine, Mucking Machine, Asphalt Heat Planer Unit; Hydraulic Cranes; Mine Hoists; Athey; Barber-Green; Euclid or Haiss loader;

IA080031 Page 2

Asphalt Pug Mill; Fireman & Drier; Concrete Pump; Concrete Spreader(servicing 1 paver); Bulldozer; Endloader; Log Chippers or similar machines; Elevating Grader;Group Equipment Greaser, LeTourneaupul & similar machines; DW-10;

Hyster Winch & similar machines; Motor Patrol; Power Blade;

Push Cat; Tractor pulling elevating grader or power blade;

Tractor operating scoop or scraper, Tractor with power Attachments; Roller on Asphalt or Blacktop; single drum hoist; Jaeger mix & Plant Machine; Pipe bending Machine;

Flexaplane or similar Machine, Automatic Curbing Machine;

Automatic Cement & Gravel batch plants (1 stop set-up);

Seaman pulvi-mixer or similar Machine, Blastholer;

Self-propelled Rotary Drill or similar Machines; Work Boat;

Combination concrete finishing & float; Self-propelled sheep foot roller or compactor (used in conjunction with a grading spread); Asphalt Spreader Screed Operator; Slusher;

Apsco Spreader or similar Machine; Forklift (over 6000 lbs.

capacity or working at heights above 28 ft.); Concrete Conveyors, Chip Spreader; Underground Boring Machine;

Straddle Carrier; Hydro-Hammer; Hydraulic Pumps or power Units driven by any power source (except manually); used to hoist or lift machinery or material; Off Road Haul Units.

GROUP 2: Asphalt Boosters; Firemen and Pump Operators at Asphalt Plants; Mud Jack; Concrete Finishing Machine, Form Grader with Roller on Earth; Mixers (3 Bag to 16-E); Power Operated Bull Float; Tractors without Power Attachments;

Dope Pots (Agitating Motor); Dope Chop Machines;

Distributors (back end); Portable Machine Fireman; Power winch on paving work; self- propelled roller or compactor (other than provided for above); Pump Operator (more than one well-point pump); Portable Crusher Operator, Trench Machine (under 40 hp); Power Subgrader (on forms) or similar machines, Forklift (6000 lb. or less cap.); Gypsum Pump; Conveyor over 20 hp.; Fuller Kenyon Cement Pump or similar machines; Light Plant; Mixers (1 or 2 bag); Power Batching Machine (Cement Auger or Conveyor); Boiler (Engineer or Fireman); Mechanical Broom; Automatic Cement and Gravel Batch Plants (two or three stop set-up); Small rubber-tired Tractors (nor including backhoe or endloaders); Self-propelled Curing Machine; Driver on Truck crane or similar machines.

GROUP 3: Oilers; Mechanical Heater (other than Steam Boiler), Belt Machine, Small Outboard Motor Boats Safety Boat & Lift Boat), Engine Driven Welding Machine & Small tractors (used to unroll wire mesh), Water Pumps, Air Compressors, Permanent Automatic Elevators.

ENGI0234-002 12/01/2007

REMAINING COUNTIES

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 26.20 12.10

IA080031 Page 3

GROUP 2.....................$ 25.60 12.10

GROUP 3.....................$ 23.30 12.10

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Power shovel, crane, backhoe (1.5 yd and over), dragline, hoisting engineer (steel erection), motor patrol (finish), piledriver, master mechanic, sideboom tractor, horizontal boring machine, finish dozer, central mix plant, paver or self propelled spreader, tow, safety, or push boat, CMI paver, subgrader or equivalent, asphalt plant, pushcat, mechanics - welders, churn or rotary drill, trenching machine (Cleveland 80 or similar capacity), asphalt laydown, asphalt screed, asphalt heater planer, concrete pump, self-propelled curb machine (with seat), loader operator (2 cu yd and over), scraper, dozer (rough), group greaser, asphalt roller, backhoes of any size when digging building footings.

GROUP 2: Motor patrol (rough), concrete curb breaking machine, loader (under 2 yd), backhoe under 1/2 yd, concrete widening machine, paver breaker, Barber Green, Haiss loader or similar machines, crawler tractor (pulling disc, sheepsfoot, ripper, or flat roller), self-propelled sheepsfoot roller, self-propelled roller, dristributor, screening and washing plant, self-propelled vibrating compactor, trenching machine, steel placing machine, conveyor, finishing machine (on concrete), flex plane, bullfloat, form grader, self-propelled elevator grader, water wagon on compaction

GROUP 3: Boiler, mechanical boom, oiler, welding machine, Pump (other than dredge), boom and winch trucks, compressor, tank car heater (combination boiler and booster), pumps on well points and deep wells for dewatering, truck crane combination driver-oiler, concrete curbing machine, batch plant (dry), spreader attachments, utility tractor with attachments, light plant mechanical heater, pumps over 3", farm type tractor (pulling disc, harrow or roller).

IRON0111-005 05/01/2007

(EXCLUDING DES MOINES, LEE, DUBUQUE, CLAYTON, ALLAMAKEE,

HARRISON, POTTAWATTAMIE, MILLS, FREMONT, JACKSON, CLINTON,

LOUISA, MUSCATINE, WOODBURY AND MONONA COUNTIES)

Ironworker.......................$ 24.50 16.65

* LABO0309-005 01/01/2008

SCOTT COUNTY

IA080031 Page 4

Laborers

GROUP 1.....................$ 23.41 11.20

GROUP 2.....................$ 23.91 11.20

GROUP 3.....................$ 24.54 11.20

LABORER CLASSIFICATIONS

GROUP 1 - Flagman; Dumpman; Spotter; Broom Man; Landscaper;

Planting & Removal of Trees; Fencing Laborers; Cleaning of Forms or Lumber (in Bone Yard); Laying of Sod; Moving and/or Maintenance of Flares & Barricades; Operation of all Hand, Electric, Air, Hydraulic or Mechanically Powered Tools under the the Laborers' including Jackhammer, Tamper, Air Spade, Auger, Concrete Saw, Chain Saw, Utility Saw, Rock Drill, Vibrator; Mortar Mixer; Power & Hand Saw (When Clearing Timber); General Laborer; Material Handler; Form Handler; Concrete Dumper; Puddler; Explosives Handler;

Center Strip Handler & Installer; Prime Mover or any Mechanical Device Taking the Place of Concrete Buggy or Wheelbarrow; Sandpoint Setter; Asphalt Kettleman; Sheeting Hammer Driver; Laying & Jointing of Telephone Conduit; Gas Distribution Man; Pipe Setter On Lateral, Drain Tile, Culvert Pipe & Storm Sewer; Catch Basin Lead; Catch Basin;

Manholes; Batch Dumper; Tank Cleaner; Cofferdam Worker;

Bankman on Floating Plant; Jointman With Pipelayer; Back-up Man (Corker, Joint Maker) With Pipe Setter On Sewer & Water Main; Batterboard Man or Laser Operator on Sewer & Water Main; Laborer in Ditch or Tunnel, on Sewer or Water Main & Telephone Conduit, Cutters; Burners; Torchman; Gravel Box Man; Asphalt Plant; Concrete Plant; Deck Hand; Unloading of Steel & Rebar; & Wrecking Laborers

GROUP 2 - Asphalt Raker or Luteman; Pipe Setter on Sewer or Water Main; Gunnite Nozzle Man; Asphalt or Concrete Curb Machine Operator; Concrete Burning Machine Operator; & Coring Machine Operator; Hazardous Waste Worker; Asbestos Abatement Worker

GROUP 3 - Concrete Specialist (All work relating to but not limited to pouring, striking of & finishing all concrete surfaces)

PLAS0544-001 10/01/2004

SCOTT COUNTY

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 22.13 9.86

SUIA2002-002 12/01/2007

Rates Fringes

CARPENTER

Mississippi River...........$ 24.29 7.83

IA080031 Page 5

Missouri River..............$ 24.29 7.83

CEMENT MASON/CONCRETE FINISHER...$ 24.67 8.90

Ironworkers: (setting of all structural steel and reinforcing steel installation:)

Des Moines and Lee Counties....................$ 23.50 13.81 Dubuque, Clayton & Allamakee Counties..........$ 24.34 12.88 Harrison, Pottawattamie, Mills & Fremont Counties....$ 25.92 9.45 Jackson, Clinton, Louisa & Muscatine Counties........$ 26.30 17.08 Woodbury & Monona Counties..$ 20.95 8.79

Laborers:

Class A Mississippi River..........$ 25.08 7.60 Missouri River.............$ 23.08 7.60 Class AA Mississippi River..........$ 25.93 7.60 Missouri River.............$ 23.93 7.60 Class B Mississippi River..........$ 23.43 7.60 Missouri River.............$ 21.43 7.60 Class C Mississippi River..........$ 20.35 7.60 Missouri River.............$ 18.35 7.60

TRUCK DRIVER.....................$ 20.95 8.90

LABORERS CLASSIFICATIONS

GROUP A: Sandblaster, gunite nozzleman, diamond and core drills powered by air, sewer utility man and laser operator, all work performed by laborers working from a bos'n chair, swinging stage, tagline or block and tackle, drill operators of air tracks, wagon drills and similar drills, steel highway formsetter, stingman, powerman blaster, asphalt luteman and rakers, asphalt distributor operators, concrete saw operators, and skilled concrete laborers, deckhands.

GROUP AA: Pipelayer, concrete specialist; tunnelman

GROUP B: Tree climber, form setter, potmen (not mechanical), depth grade checker, and cutting torches on demolition work, trencher operator (walk behind), safety boat operators, power buggyman, concrete and paving sawmen, form line and expansion joint assembler, bottomman, caulker-jointer and painter (striper), timber and chair-sawman, mechanical stresser or strechman on post-tension or pre-stressed concrete on or off job, form tamper, air-gas and electric tool opertors-vibrators-

IA080031 Page 6

Barcohammer-Pavec-tampers-electric drills-hammers and jackhammers, tree groundman, chair tenders-tool room men and checkers, concrete processing material and monitors, stringman on paving work, broom operator (not self propelled), fence erectors, handling and placing of metal mesh, dowel bars, reinforcing baars and chairs, dumpmen and spotters, carring reinforcing rods, corrugated culvert pipe, stake chaser, seeding or mulching and planting of trees shrubs and flowers, water pumps (under 3"), compressors (under 400 CFM), general laborer, rodman, hot asphalt labor, carpenter tender, concrete finisher tender.

GROUP C: Waterboy, flagman, flagger/traffic control, watchman.

TEAM0371-001 05/01/2006

SCOTT COUNTY

Rates Fringes

Truck drivers:

GROUP 1.....................$ 25.93 7.50+a GROUP 2.....................$ 26.33 7.50+a GROUP 3.....................$ 26.53 7.50+a GROUP 4.....................$ 26.78 7.50+a GROUP 5.....................$ 27.58 7.50+a

Footnote:

a. PENSION: $27.40 per day.

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Drivers on 2 axle trucks hauling less than 9 tons , air compressor and welding machines and brooms, including those pulled by separate units, warehousemen, greasers and tiremen, pick- up-trucks when hauling material, tools or men to and from and on the job site, and forklifts up to 6,000 lb capacity

GROUP 2: 2 or 3 axle trucks hauling more than 9 tons but hauling less than 16 tons. A-frame winch trucks, or similar equipment when used for transportation purposes. Forklifts over 6,000 lb capacity, winch trucks, four axle combination units, hydrolift Trucks, vactor trucks or simiolar equipment when used for transportation purposes..

GROUP 3: 2, 3, and 4 axles hauling 16 tons or more, water pulls, 5 axles or more combination units, water pulls, articulated dump trucks

GROUP 4: Oil distributors, lowboys

GROUP 5: Drivers who require special protective clothing while employed on hazardous waste work.

IA080031 Page 7

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

IA080031 Page 8

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

09/01; Omaha Update 08/03

PART 1 GENERAL

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

09/01; Omaha Update 08/03

PART 1 GENERAL

(This Section is a supplement section to the Multiple Award Task Order Contract (MATOC) for Construction Missouri River Recovery Program.

See the full text section in the Basic MATOC for more information and ENG Form 4025, Transmittal Form.)

Attachments: Submittal Register

SECTION 01 33 00 Page 2

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Tyson Bend, Fish and Wildlife Mitigation, Mo River IA & NE

01500 SD-01 Preconstruction Submittals Barge Displacement Tables

GA2

Method of Stone Measurement Scale Certification and Weigh Bills

GA2

01560 SD-05 Design Data

3.2.1Notice of Intent 3.2.5Notice of Discontinuation

SD-06 Test Reports 3.2.3Reports

01562 SD-05 Design Data 3.2.1Notice of Intent

FIO

3.2.2Notice of Start-up of Construction

Activity 3.2.3Storm Water Pollution Prevention

Plan 3.2.5Notice of Completion of

Construction Activity SD-06 Test Reports

3.2.4Records

FIO

02000 SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

MATERIAL

NEEDED

A C T I O N

C O D E

DATE

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

ACTION

MAILED

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 4 PAGES

02000 3.1 G AOLocation of Material Sources for Stone

SD-04 Samples

3.1.1 G AOSamples of Stone

SD-05 Design Data

3.1 G AOLetter of Clearance

SD-06 Test Reports

3.4 G AOTests, service records, and

results

3.4 G AOTests, service records, and

results 02110 SD-11 Closeout Submittals

3.3.2Materials other than salable timber

02300A SD-03 Product Data Earthwork

02373 SD-03 Product Data G AOManufacturing Quality Control

Manual Sampling and Testing SD-07 Certificates

2.1.1 G DOGeotextile

02382 SD-02 Shop Drawings

3.3 GBlock Installation

SD-03 Product Data

2.1 GArticulating Concrete Block

2.3.4 GAnchors

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

MATERIAL

NEEDED

A C T I O N

C O D E

DATE

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

ACTION

MAILED

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 4 PAGES

02382 SD-04 Samples Articulating Concrete Block;

G-AO

SD-05 Design Data Hydraulic Stability Calculations;

G-DO

SD-06 Test Reports Flume Test; G-DO

02482 SD-02 Shop Drawings Dredge Channel and Pipeline Safety Plan

02563 SD-06 Test Reports

2.2 G AOInitial Tests

G AOContractor Quality Control

3.1.5 G AOAcceptability of Work

02630M SD-03 Product Data 3.3Placing Pipe

SD-07 Certificates Materials

3.5.2Determination of Density 02935 SD-01 Preconstruction Submittals

1.2.1Delivery SD-03 Product Data

2.1.7Erosion Control Material 3.3.2Equipment

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

MATERIAL

NEEDED

A C T I O N

C O D E

DATE

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

ACTION

MAILED

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 4 PAGES

02935 3.5Application of Pesticide 3.8.2.4Maintenance Report 3.8Turf Establishment Period 2.1.1Seed

2.1.2.1Fertilizer 2.1.6Pesticide

03307A SD-02 Shop Drawings G AOCast in place concrete structures

SD-03 Product Data

2.1.3.1 G AOAir-Entraining Admixture

2.1.3.2 G AOAccelerating Admixture

2.1.3.3 G AOWater-Reducing or Retarding

Admixture

2.1.8 G AOCuring Materials

2.1.5 G AOReinforcing Steel

3.1.4.3 G AOBatching and Mixing Equipment

3.2 G AOConveying and Placing Concrete

2.1.6 G AOFormwork

SD-06 Test Reports

2.1.2 G AOAggregates

1.4.3 G AOConcrete Mixture Proportions

SD-07 Certificates

2.1.1 G AOCementitious Materials

2.1.2 G AOAggregates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

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

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

MATERIAL

NEEDED

A C T I O N

C O D E

DATE

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

ACTION

MAILED

CONTR/

DATE RCD

FRM APPR

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01500

MEASUREMENT AND PAYMENT

01/00

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS

2.1 CLEARING AND GRUBBING FOR ALL BACKWATER AREAS

2.1.1 Work Included

2.1.2 Measurement (Acre)

2.1.3 Payment

2.2 QUARRIED STONE FOR ALL BACKWATER AREAS

2.2.1 Work Included

2.2.2 Measurement (Ton)

2.2.2.1 Barge displacement Method

2.2.2.2 Scale Method

2.2.2.2 Scales

2.2.2.2.2 Barge Displacement Tables

2.2.3 Payment

2.3 EXCAVATION FOR ALL BACKWATER AREAS

2.3.1 Work Included

2.3.2 Measurement (Cubic Yard)

2.3.3 Payment

2.4 MOBILIZATION / DEMOBILIZATION OF MARINE EQUIPMENT

2.4.1 Work Included

2.4.2 Measurement

2.4.3 Payment

2.5 ALL REMAINING WORK FOR ALL BACKWATER AREAS

2.5.1 Work Included

2.5.2 Measurement

2.5.2.1 Payment

2.6 CLEARING AND GRUBBING FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA

92+34)

2.6.1 Work Included

2.6.2 Measurement (Acre)

2.6.3 Payment

2.7 QUARRIED STONE FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA 92+34)

2.7.1 Work Included

2.7.2 Measurement (Ton)

2.7.2.1 Barge displacement Method

2.7.2.2 Scale Method

2.7.2.2 Scales

2.7.2.2.2 Barge Displacement Tables

2.7.3 Payment

2.8 EXCAVATION FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA 92+34)

2.8.1 Work Included

2.8.2 Measurement (Cubic Yard)

SECTION 01500 Page 1

2.8.3 Payment

2.9 ALL REMAINING WORK FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA 92+34)

2.9.1 Work Included

2.9.2 Measurement

2.9.3 Payment

2.10 CLEARING AND GRUBBING FOR FLOW THROUGH CHANNEL (STA 92+34 TO STA

133+00, NEW BOAT RAMP AND ACCESS ROAD)

2.10.1 Work Included

2.10.2 Measurement (Acre)

2.10.3 Payment

2.11 QUARRIED STONE FOR FLOW THROUGH CHANNEL (STA 92+34 TO STA 133+00,

NEW BOAT RAMP AND ACCESS ROAD)

2.11.1 Work Included

2.11.2 Measurement (Ton)

2.11.2.1 Barge displacement Method

2.11.2.2 Scale Method

2.11.2.2.# Scales 2.11.2.2.# Barge Displacement Tables

2.11.3 Payment

2.12 EXCAVATION FOR FLOW THROUGH CHANNEL (STA 92+34 TO STA 133+00, NEW

BOAT RAMP AND ACCESS ROAD)

2.12.1 Work Included

2.12.2 Measurement (Cubic Yard)

2.12.3 Payment

2.13 EMBANKMENT (STA 92+34 TO STA 133+00, NEW BOAT RAMP AND ACCESS ROAD)

2.13.1 Work Included

2.13.2 Measurement

2.13.3 Payment

2.14 ALL REMAINING WORK FOR FLOW THROUGH CHANNEL (STA 118+25.15 TO STA

133+00, NEW BOAT RAMP AND ACCESS ROAD)

2.14 Work Included

2.14.2 Measurement

2.14.3 Payment

PART 3 EXECUTION (NOT USED)

SECTION 01500 Page 2

SECTION 01500

MEASUREMENT AND PAYMENT

01/00

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section01330SUBMITTAL

PROCEDURES:

SD-01 Data

Barge Displacement Tables; GA2(Para. 2.2.2.1 b. and Para. 2.7.2.1 b.) if selected method of measurement by Contractor

Method of Stone Measurement; GA2(Para. 2.2.2 and Para. 2.7.2)

SD-13 Certificates

Scale Certification and Weigh Bills; GA2(Para. 2.2.2.2 and Para.

2.7.2.2)

PART 2 PRODUCTS

2.1 CLEARING AND GRUBBING FOR ALL BACKWATER AREAS

2.1.1 Work Included

The work includes all material, equipment and labor necessary to satisfactorily remove and dispose of all trees, clearing and disposing of vegetation and miscellaneous debris, and the disposal of unsuitable materials, and any other cleared or grubbed material, and hauling of debris offsite.

2.1.2 Measurement (Acre)

All areas to be cleared and grubbed shall be measured by the acre (measured to the nearest one-tenth acre.)

2.1.3 Payment

Applicable unit price times the number of acres cleared and grubbed.

2.2 QUARRIED STONE FOR ALL BACKWATER AREAS

2.2.1 Work Included

The work includes all material, equipment and labor of furnishing, hauling, handling and placing of quarried stone as specified herein and shown on the drawings.

SECTION 01500 Page 3

2.2.2 Measurement (Ton)

The "Barge Displacement Method" or the "Scale Method" shall measure stone used in construction of structure repair delivered to the site by waterway for payment. The method used will be at the option of the Contractor, and specified to the Contracting Officer in writing. The "Scale Method" shall measure stone delivered to the construction site by land haul for payment.

Measurement shall be in "short tons" and all cost for measuring the stone for payment shall be borne by the Contractor.

2.2.2.1 Barge displacement Method

If stone is delivered by barge, the weight of each barge load of stone may be determined by barge displacement. A barge of stone to be paid for by displacement method shall not be unloaded or removed from the work site until all necessary measurements are made for determining payment quantities delivered and/or used. The measurements will be made in the presence of a Contractor quality control officer, either by the Government Inspector, or by the Contractor in the presence of the Government Inspector.

a. Each barge on which stone is furnished shall be suitably marked with paint of a contrasting color at each of three displacement gaging points along each side of the barge. The marks shall be perpendicular to the edge of the barge, 4 inches wide and 1 foot in length, painted on both the deck and side at three equally spaced points beginning at the rake. The barge name or number shall be affixed to the deck and sides of the barge, both fore and aft, and shall be of sufficient size and legibility so as to be plainly seen and read.

b. Barge Displacement Tables: The Contractor shall furnish to the Contracting Officer a barge displacement table not less than 10 days prior to unloading stone from any barge for which displacement tables have not been previously furnished and approved. The table shall be certified accurate by a person or firm, other than the Contractor, accustomed to performing this service and approved by the Contracting Officer. Barge tables furnished shall contain, in parallel columns, the draft of the barge in feet and tenths from zero to the full depth of the barge, and the corresponding gross displacement to the nearest ton. Tables submitted shall show the name or number of the barge, the barge dimensions, the barge owner, the name of the manufacturer, and the certification of the person or firm preparing the table. The Contractor shall furnish with the barge displacement table a drawing or sketch of each barge, dimensioned in sufficient detail to permit checking of the tables. The drawing show as a minimum the length, width, and depth of the barge and dimensions of rake or rakes, including radius, origin of radius, and headlong dimensions.

c. Weight Scales: If the Contractor selects payment by displacement method, he must also ensure that scales approved by the Contracting Officer are available at all times at a location approved by the Contracting Officer. The Government will bear the cost and responsibility of weighing stone furnished for this contract on these scales.

2.2.2.2 Scale Method

Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State Wherein the scales are located. The stone

SECTION 01500 Page 4 shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.2.2.2 Scales

If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.2.2.2.2 Barge Displacement Tables

If the Contractor selects payment by the scale method, he must also provide to the Contracting Officer all of the barge displacement tables, drawings, and data required in para. 2.2.2.1 b.

a. Stone shall be weighed for final payment during transport to the site by one of the following methods at the option of the Contractor and with approval of the Contracting Officer. The materials shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

b. Stone delivered at the site of the work may be weighed on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located. If public scales are not available, the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Contracting Officer a copy of each printed weigh bill, when self-printing scales are used, or a copy of the weigh bill signed by the weigh master as each load is delivered to the jobsite. (Each weigh bill shall contain the following: date, unit number, time, tare weight, gross weight, net weight, name of project, contract number, name of Contractor, and signature of weigher.) All costs for weighing the materials shall be borne by the Contractor.

2.2.3 Payment

Applicable unit price times the number of tons of stone placed.

2.3 EXCAVATION FOR ALL BACKWATER AREAS

2.3.1 Work Included

The work includes all material, equipment and labor necessary for excavation incidental to construction as specified herein and shown on the

SECTION 01500 Page 5 drawings.

2.3.2 Measurement (Cubic Yard)

The volume of excavated material to be paid for as excavation will be measured between the original surface and the surface of the specified grade lines. The volume shall be determined from cross sections of the area, taken after clearing and grubbing operations have been completed and immediately before and after grading. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials removed by the Contractor below the specified grade line will not be paid for, and the Contractor may be required to rebuild the foundation to the specified grade lines to avoid overruns in structure materials.

2.3.3 Payment

Applicable unit price times the number of cubic yards excavated.

2.4 MOBILIZATION / DEMOBILIZATION OF MARINE EQUIPMENT

2.4.1 Work Included

The work included should cover all but not be limited to labor and equipment necessary for the mobilization / demobilization of all marine equipment required to complete the project.

2.4.2 Measurement

Lump Sum

2.4.3 Payment

Payment for this item shall be the lump sum, made on a progressive basis, based on the percentage of work completed.

2.5 ALL REMAINING WORK FOR ALL BACKWATER AREAS

2.5.1 Work Included

The work of this item shall include but not be limited to labor and equipment needed for the all remaining work not listed above for the completion of the project.

2.5.2 Measurement

Lump Sum

2.5.2.1 Payment

Payment for this item shall be the lump sum, made on a progressive basis, based on the percentage of work completed.

2.6 CLEARING AND GRUBBING FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA 92+34)

2.6.1 Work Included

The work includes all material, equipment and labor necessary to

SECTION 01500 Page 6 satisfactorily remove and dispose of all trees, clearing and disposing of vegetation and miscellaneous debris, and the disposal of unsuitable materials, and any other cleared or grubbed material, and hauling of debris offsite.

2.6.2 Measurement (Acre)

All areas to be cleared and grubbed shall be measured by the acre (measured to the nearest one-tenth acre.)

2.6.3 Payment

Applicable unit price times the number of acres cleared and grubbed.

2.7 QUARRIED STONE FOR FLOW THROUGH CHANNEL (STA 0+00 TO STA 92+34)

2.7.1 Work Included

The work includes all material, equipment and labor of furnishing, hauling, handling and placing of quarried stone as specified herein and shown on the drawings.

2.7.2 Measurement (Ton)

Measurement shall be in "short tons" and all cost for measuring the stone for payment shall be borne by the Contractor.

2.7.2.1 Barge displacement Method

If stone is delivered by barge, the weight of each barge load of stone may be determined by barge displacement.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.