COMPLETE_SOLICITATION_AG-4639-S-15-0003_CONSTRUCTION-WRP_SEGARS_sc_MGonzales_4.30.2015.pdf

X 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

X

AR

E

ARE

ARE NOT ATTACHED.

ARE NOT ATTACHED.

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

1. REQUISITION NUMBER PAGE OF

1 74

2. CONTRACT NO. 3. AWARD/

EFFECTIVE DATE

4. ORDER NUMBER 5. SOLICITATION NUMBER

AG-4639-S-15-0003

6. SOLICITATION

ISSUE DATE

04/30/2015

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

AMY STONEBRAKER, CO/LEAD

b. TELEPHONE NUMBER (No collect calls)

304-284-7557

8. OFFER DUE DATE/LOCAL TIME

05/30/2015 1600 CT

9. ISSUED BY CODE 4639 10. THIS ACQUISITION IS UNRESTRICTED OR X SET ASIDE: 100.00 % FOR:

X SMALL BUSINESS

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

HUBZONE SMALL SMALL BUSINESS PROGRAM NAICS: 237990

BUSINESS EDWOSB

SERVICE-DISABLED 8(A)

VETERAN-OWNED SIZE STANDARD: $36.5M

SMALL BUSINESS

USDA-NRCS

STATE OFFICE

ATTN: CONTRACTING

1550 EARL CORE RD, STE 200

MORGANTOWN, WV 26534

11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

12. DISCOUNT TERMS

13a. THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13b. RATING

14. METHOD OF SOLICITATION

X RFQ IFB RFP

15. DELIVER TO CODE 16. ADMINISTERED BY CODE 4639

USDA/NRCS/ACQUISTION DEPT

ATTN: AMY STONEBRAKER,

CONTRACTING OFFICER/LEAD

1550 EARL CORE RD, STE 200

MORGANTOWN, WV 26534

17a. CONTRACTOR/ CODE

OFFEROR FACILITY

CODE 18a. PAYMENT WILL BE MADE BY CODE

DBA:

DUNS:

EMAIL:

TELEPHONE NO.

Payment will be made via the USDA-NRCS “IPP.gov” system

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER 18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

IS CHECKED SEE ADDENDUM

19.

ITEM NO.

20.

SCHEDULE OF SUPPLIES/SERVICES

21.

QUANTITY

22.

UNIT

23.

UNIT PRICE

24.

AMOUNT

Enter your prices on pages 2 through 44, as applicable. Enter your annual price adjustment on page 17. Follow directions on Evaluation and Reps and Certs.

CONSTRUCTION, MOBILIZATION, EARTH MOVING, DITCH

PLUGS, SHALLOW WATER AREA, ETC.PRELIMINARY TITLE

WORK-ABSTRACT SETTLEMENT

When submitting your quote, submit the completed

Return Package to the address in block 9. On your sealed envelope, please write RFQ AG-4639-

S-15-0003, due May 30, 2015 by 1600 CT.

Quotations submitted are considered to be confidential.

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

29. AWARD OF CONTRACT: OFFER

DATED . YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

HEREIN, IS ACCEPTED AS TO ITEMS:

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

AMY STONEBRAKER, CO/TEAM LEAD

31c. DATE SIGNED

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1449 (REV. 2/2012)

PREVIOUS EDITION IS NOT USABLE Prescribed by GSA - FAR (48 CFR) 53.212

AG-4639-S-15-0003 “WRP-Restoration-Construction, Earth Moving, Ditch Plugs, etc.” /Segars

CONTINUATION OF 1449 SCHEDULE

Continuation of SF 1449: Schedule

NRCS has included additional line items to the solicitation. Offerors must submit a proposal for the following line items using the format provided:

Bid Schedule

Segars WRP Chesterfield County, South Carolina

Item Work Spec. No. Quantity Unit Unit Price Amount

1. Mobilization 8 1 Job $ $

2. Access Road 2 1 Job $ $

3. Ditch Plug 1 23 1 Job $ $

4. Ditch Plug 2 23 1 Job $ $

5. Ditch Plug 3 23 1 Job $ $

6. Ditch Plug 4 23 1 Job $ $

7. Water Control Structure 51 1 Job $ $

8. Dikes 23 1 Job $ $

9. Seeding 6 3.5 Acre $ $

TOTAL BID PRICE $

Date Bid Prepared: ______________________________________________

Company Name: ________________________________________

Name of Person Preparing Bid (printed): ____________________________________

Name (signature): _____________________________

Address: ______________________________

Fax: (______) ________________________ Email Address: _________________________

Cell Phone: (______) _________________ Office Phone: (______) _____________________

Description of Work

The work to be performed under this contract is:

1. Construct four ditch plugs.

2. Clear, grub, and shape an access road.

3. Furnish and install an inline corrugated metal water control structure.

4. Construct two dikes.

5. Seed all disturbed areas.

Performance Time Estimate

Segars WRP Contract

Work

Calendar Days

Needed Begin Day End Day

Mobilization 20 1 20

Access Road 4 21 24

Ditch Plug 1 5 25 29

Ditch Plug 2 2 30 31

Ditch Plug 3 7 32 38

Ditch Plug 4 3 39 41

WCS 9 42 50

Dikes 7 51 57

Seeding 3 58 60

Total number of calendar days needed is 60 days.

Description of Temporary Bench Marks

TBM

Number

Elevation Description

1 50.00

Nail in 24 inch DBH ash tree, left side of ditch

35 feet from upper ditch plug. Near Ditch

Plug 1 and 2.

3 50.00 Nail in 24 inch DBH mulberry on right side of ditch 80 feet from plug. Near Ditch Plug 3

4 100.00 Nail in tree near Ditch Plug 4.

5 50.00

Nail with disk in 24 inch DBH sycamore tree on downstream side of road 30 feet from riser.

Near water control structure.

Note: All elevations are assumed elevations and are not tied into each other or mean sea level

List of Specifications

Segars WRP – Vegetation Restoration

Construction Specifications

Specification Number Title Number of Pages

2 Clearing and Grubbing 2

5 Pollution Control 3

6 Seeding 4

8 Mobilization and Demobilization 1

11 Removal of Water 2

21 Excavation 4

23 Earthfill 7

51 Corrugated Metal Pipe 4

Material Specifications

Specification Number Title Number of Pages

552 Aluminum Corrugated Pipe 2

Construction Specification 2—Clearing and Grubbing

1. Scope The work consists of clearing and grubbing and disposal of trees, snags, logs, brush, stumps, shrubs, and rubbish from the designated areas.

2. Protection of existing vegetation Trees and other vegetation designated to remain undisturbed shall be protected from damage throughout the duration of the construction period. Any damages resulting from the contractor's operations or neglect shall be repaired by the contractor.

Earthfill, stockpiling of materials, vehicular parking, and excessive foot or vehicular traffic shall not be allowed within the drip line of vegetation designated to remain in place. Vegetation damaged by any of these or similar actions shall be replaced with viable vegetation of the same species, similar condition, and like size unless otherwise approved by the contracting officer.

Any cuts, skins, scrapes, or bruises to the bark of the vegetation shall be carefully trimmed and local nursery accepted procedures used to seal damaged bark.

Any limbs or branches 0.5 inch or larger in diameter that are broken, severed, or otherwise seriously damaged during construction shall be cut off at the base of the damaged limb or branch flush with the adjacent limb or tree trunk. All roots 1-inch or larger in diameter that are cut, broken, or otherwise severed during construction operations shall have the end smoothly cut perpendicular to the root. Roots exposed during excavation or other operations shall be covered with moist earth or backfilled as soon as possible to prevent the roots from drying out.

3. Marking

The limits of the area(s) to be cleared and grubbed will be marked by stakes, flags, tree markings, or other suitable methods. Trees to be left standing and uninjured will be designated by special markings placed on the trunk about 6 feet above the ground surface.

4. Clearing and grubbing All trees not marked for preservation and all snags, logs, brush, stumps, shrubs, rubbish, and similar materials shall be cleared from within the limits of the designated areas. Unless otherwise specified, all stumps, roots, and root clusters that have a diameter of 1 inch or larger shall be grubbed out to a depth of at least 2 feet below subgrade for concrete structures and 1 foot below the ground surface at embankment sites and other designated areas.

5. Disposal All materials cleared and grubbed from the designated areas shall be disposed of at locations shown on the drawings or in a manner specified in Section 7. The contractor is responsible for complying with all local rules and regulations and the payment of any and all fees that may result from disposal at locations away from the project site.

6. Measurement and payment For items of work for which specific units prices are established in the contract, the cleared and grubbed area is measured to the nearest 0.1 acre. Payment for clearing and grubbing is made for the total area within the designated limits at the contract unit price. Such payment will constitute full compensation for all labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

Compensation for any item of work described in the contract, but not listed in the bid schedule will be included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in Section 7.

7. Items of work and construction details Items of work to be performed in conformance with this specification and construction details therefore are:

A. Subsidiary Item, Clearing and Grubbing

1. This item shall consist of any clearing and grubbing necessary to construct the ditch plugs, dikes, water control structure, to obtain borrow, and to obtain access.

2. Clearing and grubbing debris shall be placed in scattered piles or windrows adjacent to the work sites in such a manner that travel and water flow are not impeded.

3. All compensation for clearing and grubbing necessary to install the practices shall be considered as included in the bid price for the bid item where the work is performed, Bid

Items 3 – 8.

B. Bid Item 2, Access Road Clearing and Grubbing

1. This item shall consist of clearing and grubbing necessary to construct the access road within the designated ingress/egress access to the site.

2. This bid item shall consist of clearing approximately 2 acres shown on the map and marked in the field. All stumps and roots larger than 1.5 inches in diameter shall be removed down to a depth of 2 inches. The limits of the area shall be shown in the field.

3. Clearing and grubbing debris shall be hauled to a suitable disposal site. The NRCS inspector shall approve the disposal site prior to use.

4. Sections of the area require shaping to meet the typical cross section shown in the drawings. These areas are marked in the field with flagging.

5. Pollution control is made subsidiary to this bid item. All compensation for pollution control while clearing and grubbing the access road shall be considered as included in the unit bid price for Bid Item 2, Access Road Clearing and Grubbing.

6. Measurement of the cleared and grubbed area shall be by measuring tape, measuring wheel, or hand-held GPS unit. All compensation for clearing and grubbing the access road shall be considered as included in the unit bid price for, Bid Item 2, Access Road.

- END OF CONSTRUCTION SPECIFICATION 2 -

Construction Specification 5—Pollution Control

The work consists of installing measures or performing work to control erosion and minimize the production of sediment and other pollutants to water and air from construction activities.

2. Material All material furnished shall meet the requirements of the material specifications listed in section 8 of this specification.

3. Erosion and sediment control measures and works The measures and works shall include, but are not limited to, the following:

Staging of earthwork activities—The excavation and moving of soil materials shall be scheduled to minimize the size of areas disturbed and unprotected from erosion for the shortest reasonable time.

Seeding—Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity.

Mulching—Mulching to provide temporary protection of the soil surface from erosion.

Diversions—Diversions to divert water from work areas and to collect water from work areas for treatment and safe disposition. They are temporary and shall be removed and the area restored to its near original condition when the diversions are no longer required or when permanent measures are installed.

Stream crossings—Culverts or bridges where equipment must cross streams. They are temporary and shall be removed and the area restored to its near original condition when the crossings are no longer required or when permanent measures are installed.

Sediment basins—Sediment basins collect, settle, and eliminate sediment from eroding areas from impacting properties and streams below the construction site(s). These basins are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Sediment filters—Straw bale filters or geotextile sediment fences trap sediment from areas of limited runoff. Sediment filters shall be properly anchored to prevent erosion under or around them. These filters are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Waterways—Waterways for the safe disposal of runoff from fields, diversions, and other structures or measures. These works are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Other—Additional protection measures as specified in Section 8 of this specification or required by Federal, State, or local government.

4. Chemical pollution

The contractor shall provide watertight tanks or barrels or construct a sump sealed with plastic sheets to dispose of chemical pollutants, such as drained lubricating or transmission fluids, grease, soaps, concrete mixer washwater, or asphalt, produced as a by-product of the construction activities. At the completion of the construction work, sumps shall be removed and the area restored to its original condition as specified in section 8 of this specification. Sump removal shall be conducted without causing pollution.

Sanitary facilities, such as chemical toilets, or septic tanks shall not be located next to live streams, wells, or springs. They shall be located at a distance sufficient to prevent contamination of any water source. At the completion of construction activities, facilities shall be disposed of without causing pollution as specified in section 8 of this specification.

5. Air pollution

The burning of brush or slash and the disposal of other materials shall adhere to state and local regulations. Fire prevention measures shall be taken to prevent the start or spreading of wildfires that may result from project activities. Firebreaks or guards shall be constructed and maintained at locations shown on the drawings.

All public access or haul roads used by the contractor during construction of the project shall be sprinkled or otherwise treated to fully suppress dust. All dust control methods shall ensure safe construction operations at all times. If chemical dust suppressants are applied, the material shall be a commercially available product specifically designed for dust suppression and the application shall follow manufacturer's requirements and recommendations. A copy of the product data sheet and manufacturer's recommended application procedures shall be provided to the engineer 5 working days before the first application.

6. Maintenance, removal, and restoration All pollution control measures and temporary works shall be adequately maintained in a functional condition for the duration of the construction period. All temporary measures shall be removed and the site restored to near original condition.

7. Measurement and payment Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary, such payment will constitute full compensation for all labor, equipment, tools and all other items necessary and incidental to the completion of work. Such items, and the items to which they are made subsidiary, are identified in section 8 of this specification.

8. Items of work and construction details

A. Subsidiary Item, Pollution Control

1. This item shall consist of installing measures or performing work to control erosion and minimize the introduction of sediment and other pollutants to water and air from construction activities.

2. In adherence to the goals and objectives expressed in the Farm Security and Rural Investment

Act of 2002, the Food, Conservation and Energy Act of 2008 and Executive Order 13514 on all USDA-NRCS projects whenever the following categories of supplies are used they must contain the minimum amount of biobased content as required by the BioPreferred Program, if feasible. This is applicable to the following products: diesel fuel additives, hydraulic fluids, lubricants, fuel conditioners, gasoline fuel additives, heat transfer fluids (i.e. coolants or refrigerants), mulch and compost materials, erosion control materials, compost activators and accelerators, electronic component cleaners, turbine drip oils, any other products used in operation of machinery used to do the work required under this contract and materials installed under this contract.

3. Access and haul roads shall be smoothed and graded to shed water after all construction activities have ended. Roads shall be in as good as or better condition than before construction activities began.

4. Pollution Control is made subsidiary to Bid Items 2 – 9.

- END OF CONSTRUCTION SPECIFICATION 5 –

Construction Specification 6—Seeding, Sprigging, and Mulching

The work consists of preparing the area for treatment; furnishing and placing seed, sprigs, mulch, fertilizer, inoculant, lime, and other soil amendments; and anchoring mulch in designated areas as specified.

Seed—All seed shall conform to the current rules and regulations of the state where it is being used and shall be from the latest crop available. It shall meet or exceed the standard for purity and germination listed in section 7.

Seed shall be labeled in accordance with the state laws and the U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitations for bids. Bag tag figures are evidence of purity and germination. No seed will be accepted with a test date of more than 9 months before the delivery date to the site.

Seed that has become wet, moldy, or otherwise damaged in transit or storage will not be accepted.

The percent of noxious weed seed allowable shall be as defined in the current State laws relating to agricultural seeds. Each type of seed shall be delivered in separate sealed containers and fully tagged unless exception is granted in writing by the contracting officer.

Fertilizer—Unless otherwise specified, the fertilizer shall be a commercial grade fertilizer. It shall meet the standard for grade and quality specified by State law. Where fertilizer is furnished from bulk storage, the contractor shall furnish a supplier's certification of analysis and weight.

When required by the contract, a representative sample of the fertilizer shall be furnished to the contracting officer for chemical analysis.

Inoculants—The inoculant for treating legume seeds shall be a pure culture of nitrogen-fixing bacteria prepared specifically for the species and shall not be used later than the date indicated on the container or as otherwise specified. A mixing medium, as recommended by the manufacturer, shall be used to bond the inoculant to the seed. Two times the amount of the inoculant recommended by the manufacturer shall be used except four times the amount shall be used when seed is applied using a hydraulic seeder. Seed shall be sown within 24 hours of treatment and shall not remain in the hydraulic seeder longer than 4 hours.

Lime and other soil amendments—Lime shall consist of standard ground agriculture limestone, or approved equivalent. Standard ground agriculture limestone is defined as ground limestone meeting current requirements of the State Department of Agriculture. Other soil amendments shall meet quality criteria and application requirements specified in section 7.

Mulch tackifiers—Asphalt emulsion tackifiers shall conform to the requirements of ASTM D

977, Specification for Emulsified Asphalt. The emulsified asphalt may be rapid setting, medium setting, or slow setting. Nonasphaltic tackifiers required because of environmental considerations shall be as specified in section 7.

Straw mulch material—Straw mulch shall consist of wheat, barley, oat or rye straw, hay, grass cut from native grasses, or other plants as specified in Section 7. The mulch material shall be air-dry, reasonably light in color, and shall not be musty, moldy, caked, or otherwise of low quality.

The use of mulch that contains noxious weeds is not permitted. The contractor shall provide a method satisfactory to the contracting officer for determining weight of mulch furnished.

Other mulch materials—Mulching materials, such as wood cellulose fiber mulch, mulch tackifiers, synthetic fiber mulch, netting, and mesh, are other mulching materials that may be required for specialized locations and conditions. These materials, when specified, must be accompanied by the manufacturer's recommendations for methods of application.

3. Seeding mixtures, sod, sprigs, and dates of planting The application rate per acre for seed mixtures, sprigs, or sod and date of seeding or planting shall be as shown on the plans or as specified in section 7.

4. Seedbed preparation and treatment Areas to be treated shall be dressed to a smooth, firm surface. On sites where equipment can operate on slopes safely, the seedbed shall be adequately loosened (4 to 6 inches deep) and smoothed. Depending on soil and moisture conditions, disking or cultipacking, or both, may be necessary to properly prepare a seedbed. Where equipment cannot operate safely, the seedbed shall be prepared by hand methods by scarifying to provide a roughened soil surface so that broadcast seed will remain in place.

If seeding is to be accomplished immediately following construction operations, seedbed preparation may not be required except on a compacted, polished, or freshly cut soil surface.

Rocks larger than 6 inches in diameter, trash, weeds, and other debris that will interfere with seeding or maintenance operations shall be removed or disposed of as specified in section 7.

Seedbed preparation shall be discontinued when soil moisture conditions are not suitable for the preparation of a satisfactory seedbed as determined by the contracting officer's technical representative (COTR).

5. Seeding, sprigging, fertilizing, mulching, and stabilizing All seeding or sprigging operations shall be performed in such a manner that the seed or sprigs are applied in the specified quantities uniformly in the designated areas. The method and rate of seed application shall be as specified in section 7. Unless otherwise specified, seeding or sprigging shall be accomplished within 2 days after final grading is completed and approved.

Fertilizer, lime, and other soil amendments shall be applied as specified in section 7. When specified, the fertilizer and soil amendments shall be thoroughly incorporated into the soil immediately following surface application.

The rate, amount, and kind of mulching or mesh shall be as specified in section 7. Mulches shall be applied uniformly to the designated areas. They shall be applied to areas seeded not later than

2 working days after seeding has been performed. Straw mulch material shall be stabilized within

24 hours of application using a mulch crimper or equivalent anchoring tool or by a suitable tackifier. When the mulch crimper or equivalent anchoring tool is used, it shall have straight blades and be the type manufactured expressly for and capable of firmly punching the mulch into the soil. Where the equipment can be safely operated, it shall be operated on the contour. Hand methods shall be used where equipment cannot safely operate to perform the work required.

The tackifier shall be applied uniformly over the mulch material at the specified rate, or it shall be injected into the mulch material as it is being applied. Mesh or netting stabilizing materials shall be applied smoothly, but loosely on the designated areas. The edges of these materials shall be buried or securely anchored using spikes or staples as specified in section 7.

The contractor shall maintain the mesh or netting areas until all work under the contract has been completed and accepted. Maintenance shall consist of the repair of areas damaged by water erosion, wind, fire, or other causes. Such areas shall be repaired to reestablish the intended condition and to the design lines and grades required by the contract. The areas shall be refertilized, reseeded, and remulched before the new application of the mesh or netting.

6. Measurement and payment For items of work for which specific unit prices are established in the contract, each area treated is measured as specified in Section 7 and the area calculated to the nearest 0.1 acre. Payment for treatment is made at the contract unit price for the designated treatment, which will constitute full compensation for completion of the work.

When specified as an item of work, mesh or netting is measured to the nearest square yard of surface area covered and accepted. Payment is made at the contract unit price and will constitute full compensation for completion of the work.

included in the payment for the item of work to which it is made subsidiary. Such items and the item(s) to which they are made subsidiary are identified in Section 7.

7. Items of work and construction details

A. Bid Item 9, Seeding Species

1. This item shall consist of furnishing and installing seed, and mulch as detailed below. The top and side slopes of the ditch plugs and the dikes as well as the access road clearing are the areas that require seeding as well as any other disturbed areas, not specifically stated to be otherwise seeded in this specification. These areas shall be seeded as soon as construction in that area is completed. Approximately 3.5 acres shall require seeding.

2. Straw mulch is required at 1.5 tons per acre.

3. Areas disturbed during construction shall be smoothed and free of roots, clumps of dirt, and large stones. Drag or hand rake to prepare a seedbed. Seed mix shall be spread and incorporated to recommended depth for the seed species.

4. Seeding may be conducted by broadcasting using a spin spreader, drop seeder, cyclone seeder, or Truax Slinger; or by no-till drilling; or hydroseeding. (If hydroseeding is used, the planting rate shall be increased by 50%. The seed shall be applied in a two-step method. The first application shall consist of the seed plus 10% of the fiber. The second application shall consist of the remaining fiber.)

5. Seed mix shall consist of the following:

Species Rate

(lbs/acre)

Minimum

Purity Rate

Minimum

Germination

Rate

Indian Grass (Sorghatrum nutans)

Cheyenne or Lameto variety

5 PLS* 85% 75%

Little Bluestem (Schizachyrium scoparium)

Aldous or Cimarron ecotype

5 PLS* 85% 75%

Switchgrass (Panicum virgatum) Blackwell, Shelter, or Durham variety; or Coastal Panic

Grass (Panicum amarum) add

0.5 PLS* 85% 75%

Virginia Wild Rye (Elymus viginicus) or

Canada Wild Rye (Elymus Canadensis)

6 PLS* 85% 75%

Partridge Pea (Chamaecrista fasciculata)

NOT large flower Partridge Pea

0.5 PLS* 85% 75%

Black-eyed Susan (Rudbeckia hirta) 1 PLS* 85% 75%

Ox Eye Sunflower (Heliopsis helianthoides) or Lance Leaved Coreposis (Coreopsis lanceolata)

1 PLS* 85% 75%

Nurse Crop (check dates)

Japanese Millet*** (Echinochloa esculenta) 25 Bulk 85% 75%

Oats** (Avena sativa) 30 Bulk 85% 75%

*PLS – Pure Live Seed

**Oats shall be used between October 1st and March 30th

***Japanese Millet shall be used between April 1st and September 30th

6. Removal of water is made subsidiary to this bid item. See Construction Specification 11 for details. All compensation for removal of water during seeding operations shall be included in the unit bid price for Bid Item 9, Seeding.

7. Measurement and payment will be by the method stated in Section 6. Area measurement shall be by handheld GPS unit. All compensation for seeding shall be considered as included in the unit bid price for Bid Item 9, Seeding.

- END OF CONSTRUCTION SPECIFICATION 6 –

Construction Specification 8—Mobilization and

Demobilization

The work consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract. Mobilization will not be considered as work in fulfilling the contract requirements for commencement of work.

2. Equipment and material Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds including coinsurance and reinsurance agreements as applicable;

and other items specified in section 4 of this specification.

Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract.

This work includes mobilization and demobilization required by the contract at the time of award.

If additional mobilization and demobilization activities and costs are required during the performance of the contract as a result of changed, deleted, or added items of work for which the contractor is entitled to an adjustment in contract price, compensation for such costs will be included in the price adjustment for the item or items of work changed or added.

3. Payment

Payment will be made as the work proceeds, after presentation of paid invoices or documentation of direct costs by the contractor showing specific mobilization and demobilization costs and supporting evidence of the charges of suppliers, subcontractors, and others. When the total of such payments is less than the lump sum contract price, the balance remaining will be included in the final contract payment. Payment of the lump sum contract price for mobilization and demobilization will constitute full compensation for completion of the work.

Payment will not be made under this item for the purchase costs of materials having a residual value, the purchase costs of materials to be incorporated in the project, or the purchase costs of operating supplies.

4. Items of work and construction details

A. Bid Item 1, Mobilization

1. All compensation for mobilization and demobilization shall be included in the contract price for Bid Item 1, Mobilization.

- END OF CONSTRUCTION SPECIFICATION 8 -

Construction Specification 11—Removal of Water

The work consists of the removal of surface water and ground water as necessary to perform the construction required by the contract in accordance with the specifications. It shall include: (1) constructing, installing, building, and maintaining all necessary temporary water containment facilities, channels, and diversions; (2) furnishing, installing, and operating all necessary pumps, piping, and other facilities and equipment; and (3) removing all such temporary works and equipment after their intended function is no longer required.

2. Diverting surface water

The contractor shall install, maintain, and operate all cofferdams, channels, flumes, sumps, and all other temporary diversion and protective works needed to divert streamflow and other surface water through or around the construction site. Control of surface water shall be continuous during the period that damage to construction work could occur. Unless otherwise specified and/or approved, the diversion outlet shall be into the same drainageway that the water would have reached before being diverted.

The contractor shall furnish the contracting officer, in writing, a proposed plan for diverting surface water before beginning any construction activities for which a diversion is required, unless waived in section 8 of this specification. Acceptance of this plan or the waiving of the plan requirement will not relieve the contractor of the responsibilities related to this activity during the process of completing the work as specified.

3. Dewatering the construction site Foundations, cutoff trenches, and all other parts of the construction site shall be dewatered and kept free of standing water and muddy conditions as necessary for the proper execution of the work. The contractor shall furnish, install, operate, and maintain all drains, sumps, pumps, casings, well points, and all other equipment required to properly dewater the site as specified.

Dewatering systems that cause a loss of soil fines from the foundation areas will not be permitted.

The contractor shall furnish the contracting officer, in writing, a proposed plan for dewatering before commencing with any construction activity for which dewatering may be required, unless waived in section 8 of this specification. Acceptance of this plan or the waiving of the plan requirement will not relieve the contractor of the responsibilities for completing the specified work.

4. Dewatering borrow areas The contractor shall maintain all borrow areas free of surface water or otherwise provide for timely and effective removal of surface and subsurface water that accumulates within the borrow area, unless waived in section 8 of this specification. Borrow material shall be processed as necessary to achieve proper and uniform moisture content at the time of placement.

If pumping to dewater borrow areas is included as a bid item of work in the bid schedule, each pump discharge pipe shall be equipped with a water meter. The meter shall be such that the measured quantity of water is accurate within 3 percent of the true quantity. The contractor shall provide necessary support to perform accuracy tests of the water meter when requested by the contracting officer.

5. Erosion and pollution control

Removal of water from the construction site, including the borrow areas, shall be accomplished so that erosion and the transporting of sediment and other pollutants are minimized. Dewatering activities shall be accomplished in a manner that the water table water quality is not altered.

Pollution control activities shall not conflict with the requirements of Construction Specification

5, Pollution Control, if it is a part of this contract.

6. Removal of temporary works When temporary works are no longer needed, the contractor shall remove and return the area to a condition similar to that which existed before construction. Areas where temporary works were located shall be graded for slightly appearance with no obstruction to natural surface waterflows or the proper functioning and access to the works of improvement installed. The contractor shall exercise extreme care during the removal stages to minimize the loss of soil sediment and debris that was trapped during construction.

Pipes, casings, and any other material used to dewater the site shall be removed from temporary wells. The wells shall be filled to ground level with clean gravel or other suitable material approved by the contracting officer. The contractor shall exercise extreme care to prevent pollution of the ground water by these actions.

7. Measurement and payment included in the payment for the contract line item to which it is made subsidiary, such payment will constitute full compensation for all labor, equipment, tools and all other items necessary and incidental to the completion of work. Such items and the items to which they are made subsidiary are identified in section 8 of this specification.

8. Items of work and construction details

A. Subsidiary Item, Removal of Water

1. This item shall consist of the removal of water necessary for construction of the bid items.

2. Removal of water is subsidiary to Bid Items 2 - 9.

3. Measurement and payment for removal of water is addressed in Section 7 of this specification.

- END OF CONSTRUCTION SPECIFICATION 11 -

Construction Specification 21—Excavation

The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials.

2. Classification Excavation is classified as common excavation, rock excavation, or unclassified excavation in accordance with the following definitions.

Common excavation is defined as the excavation of all materials that can be excavated, transported, and unloaded using heavy ripping equipment and wheel tractor-scrapers with pusher tractors or that can be excavated and dumped into place or loaded onto hauling equipment by excavators having a rated capacity of one cubic yard or larger and equipped with attachments

(shovel, bucket, backhoe, dragline, or clam shell) appropriate to the material type, character, and nature of the materials.

Rock excavation is defined as the excavation of all hard, compacted, or cemented materials that require blasting or the use of ripping and excavating equipment larger than defined for common excavation. The excavation and removal of isolated boulders or rock fragments larger than 1 cubic yard encountered in materials otherwise conforming to the definition of common excavation shall be classified as rock excavation. The presence of isolated boulders or rock fragments larger than 1 cubic yard is not in itself sufficient cause to change the classification of the surrounding material.

For the purpose of these classifications, the following definitions shall apply:

Heavy ripping equipment is a rear-mounted, heavy duty, single-tooth, ripping attachment mounted on a track type tractor having a power rating of at least 250 flywheel horsepower unless otherwise specified in section 10.

Wheel tractor-scraper is a self-loading (not elevating) and unloading scraper having a struck bowl capacity of at least 12 cubic yards.

Pusher tractor is a track type tractor having a power rating of at least 250 flywheel horsepower equipped with appropriate attachments.

Unclassified excavation is defined as the excavation of all materials encountered, including rock materials, regardless of their nature or the manner in which they are removed.

3. Blasting The transportation, handling, storage, and use of dynamite and other explosives shall be directed and supervised by a person(s) of proven experience and ability who is authorized and qualified to conduct blasting operations.

Blasting shall be done in a manner as to prevent damage to the work or unnecessary fracturing of the underlying rock materials and shall conform to any special requirements in section 10 of this specification. When specified in Section 10, the contractor shall furnish the engineer, in writing, a blasting plan before blasting operations begin.

4. Use of excavated material Method 1—To the extent they are needed, all suitable material from the specified excavations shall be used in the construction of required permanent earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer. The contractor shall not waste or otherwise dispose of suitable excavated material.

Method 2—Suitable material from the specified excavations may be used in the construction of required earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer.

5. Disposal of waste materials

Method 1—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of at the locations shown on the drawings.

Method 2—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of by the contractor at sites of his own choosing away from the site of the work. The disposal shall be in an environmentally acceptable manner that does not violate local rules and regulations.

6. Excavation limits Excavations shall comply with OSHA Construction Industry Standards (29CFR Part 1926)

Subpart P, Excavations, Trenching, and Shoring. All excavations shall be completed and maintained in a safe and stable condition throughout the total construction phase. Structure and trench excavations shall be completed to the specified elevations and to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work. Excavations outside the lines and limits shown on the drawings or specified herein required to meet safety requirements shall be the responsibility of the contractor in constructing and maintaining a safe and stable excavation.

7. Borrow excavation When the quantities of suitable material obtained from specified excavations are insufficient to construct the specified earthfills and earth backfills, additional material shall be obtained from the designated borrow areas. The extent and depth of borrow pits within the limits of the designated borrow areas shall be as specified in section 10 or as approved by the engineer.

Borrow pits shall be excavated and finally dressed to blend with the existing topography and sloped to prevent ponding and to provide drainage.

8. Overexcavation Excavation in rock beyond the specified lines and grades shall be corrected by filling the resulting voids with portland cement concrete made of materials and mix proportions approved by the engineer. Concrete that will be exposed to the atmosphere when construction is completed shall meet the requirements of concrete selected for use under Construction Specification 31, Concrete for Major Structures, or 32, Structure Concrete, as appropriate.

Concrete that will be permanently covered shall contain not less than five bags of cement per cubic yard. The concrete shall be placed and cured as specified by the engineer.

Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved, compacted earthfill. The exception to this is that if the earth is to become the subgrade for riprap, rockfill, sand or gravel bedding, or drainfill, the voids may be filled with material conforming to the specifications for the riprap, rockfill, bedding, or drainfill.

Before correcting an overexcavation condition, the contractor shall review the planned corrective action with the engineer and obtain approval of the corrective measures.

9. Measurement and payment For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item will be made at the contract lump sum price for the item and will constitute full compensation for completion of the work.

Regardless of quantities excavated, the lump sum price for payment is made to the specified pay limits except that excavation outside the specified lines and grades directed by the engineer to remove unsuitable material is included. Excavation required because unsuitable conditions result from the contractor's improper construction operations, as determined by the engineer, is not included for measurement and payment.

The pay limits shall be as designated on the drawings and flagged in the field by the engineer.

Payment for each type and class of excavation is made at the contract unit price for that type and class of excavation. Such payment will constitute full compensation for all labor, materials, equipment, and all other items necessary and incidental to the performance of the work except that extra payment for backfilling overexcavation will be made in accordance with the following provisions.

Payment for backfilling overexcavation, as specified in section 8 of this specification, is made only if the excavation outside specified lines and grades is directed by the engineer to remove unsuitable material and if the unsuitable condition is not a result of the contractor's improper construction operations as determined by the engineer.

items to which they are made subsidiary are identified in Section 10 of this specification.

10. Items of work and construction details

A. Subsidiary Item, Borrow Excavation

1. This item shall consist of excavating suitable fill material to construct the ditch plugs, dikes and water control structure from the designated borrow areas.

2. Topsoil shall be removed and stockpiled. After the required fill material is obtained from the designated borrow areas, they shall be shaped and stockpiled topsoil shall be spread over the area.

3. All excavation is classified as Common Excavation as explained in Section 2 of this

4. All compensation for borrow excavation shall be included in the lump sum bid price for the item where the fill material is used, Bid Items 3 - 8.

- END OF CONSTRUCTION SPECIFICATION 21 -

Construction Specification 23—Earthfill

The work consists of the construction of earth embankments, other earthfills, and earth backfills required by the drawings and specifications.

Earthfill is composed of natural earth materials that can be placed and compacted by construction equipment operated in a conventional manner.

Earth backfill is composed of natural earth material placed and compacted in confined spaces or adjacent to structures (including pipes) by hand tamping, manually directed power tampers or vibrating plates, or their equivalent.

All fill material shall be obtained from required excavations and designated borrow areas. The selection, blending, routing, and disposition of material in the various fills shall be subject to approval by the engineer.

Fill materials shall contain no frozen soil, sod, brush, roots, or other perishable material. Rock particles larger than the maximum size specified for each type of fill shall be removed prior to compaction of the fill.

The types of material used in the various fills shall be as listed and described in the specifications and drawings.

3. Foundation preparation Foundations for earthfill shall be stripped to remove vegetation and other unsuitable material or shall be excavated as specified.

Except as otherwise specified, earth foundation surfaces shall be graded to remove surface irregularities and shall be scarified parallel to the axis of the fill or otherwise acceptably scored and loosened to a minimum depth of 2 inches. The moisture content of the loosened material shall be controlled as specified for the earthfill, and the surface material of the foundation shall be compacted and bonded with the first layer of earthfill as specified for subsequent layers of earthfill.

Earth abutment surfaces shall be free of loose, uncompacted earth in excess of 2 inches in depth normal to the slope and shall be at such a moisture content that the earthfill can be compacted against them to produce a good bond between the fill and the abutments.

Rock foundation and abutment surfaces shall be cleared of all loose material by hand or other effective means and shall be free of standing water when fill is placed upon them. Occasional rock outcrops in earth foundations for earthfill, except in dams and other structures designed to restrain the movement of water, shall not require special treatment if they do not interfere with compaction of the foundation and initial layers of the fill or the bond between the foundation and the fill.

Foundation and abutment surfaces shall be no steeper than one horizontal to one vertical unless otherwise specified. Test pits or other cavities shall be filled with compacted earthfill conforming to the specifications for the earthfill to be placed upon the foundation.

4. Placement Earthfill shall not be placed until the required excavation and foundation preparation have been completed and the foundation has been inspected and approved by the engineer. Earthfill shall not be placed upon a frozen surface nor shall snow, ice, or frozen material be incorporated in the earthfill matrix.

Earthfill shall be placed in approximately horizontal layers. The thickness of each layer before compaction shall not exceed the maximum thickness specified in section 10 or shown on the drawings. Materials placed by dumping in piles or windrows shall be spread uniformly to not more than the specified thickness before being compacted.

Hand compacted earth backfill shall be placed in layers whose thickness before compaction does not exceed the maximum thickness specified for layers of earth backfill compacted by manually directed power tampers.

Earth backfill shall be placed in a manner that prevents damage to the structures and allows the structures to assume the loads from the earth backfill gradually and uniformly. The height of the earth backfill adjacent to a structure shall be increased at approximately the same rate on all sides of the structure.

Earthfill and earth backfill in dams, levees, and other structures designed to restrain the movement of water shall be placed to meet the following additional requirements:

(a) The distribution of materials throughout each zone shall be essentially uniform, and the earthfill shall be free from lenses, pockets, streaks, or layers of material differing substantially in texture, moisture content, or gradation from the surrounding material.

Zone earthfills shall be constructed concurrently unless otherwise specified.

(b) If the surface of any layer becomes too hard and smooth for proper bond with the succeeding layer, it shall be scarified parallel…