ARFQ DFEP26-14 OSR Southwestern Region 1 Maintenance-Specifications (1).pdf

REQUEST FOR QUOTATION

SOUTHWESTERN REGION 1 OPEN-END MAINTENANCE

Revised 10/27/2014

SPECIFICATIONS

1. PURPOSE AND SCOPE: The West Virginia Department of Environmental Protection is soliciting bids on behalf of the Office of Special Reclamation (OSR) to establish a contract for open end maintenance services to provide all equipment, labor, materials, and other necessary services for the Southwestern Region 1 Counties of West Virginia.

2. DEFINITIONS: The terms listed below shall have the meanings assigned to them below.

Additional definitions can be found in Section 1 of the Terms & Conditions for Construction and Reclamation-Time and Materials Contracts.

2.1 “AASHTO” means American Association of State Highway and Transportation

Officials; is a standard setting body which publishes specifications, test protocols and guidelines which are used in highway design and construction throughout the United States.

2.2 “CONTRACT SERVICES” means supplying all labor, materials, and other necessary services for maintenance of projects in the Southwestern Region 1 of the West Virginia Department of Environmental Protection/Office of Special Reclamation.

2.3 “REGION 1 COUNTIES” means Clay, Braxton, and Webster Counties. Region 1 also includes the portion of Nicholas County laying to the West of US Route 19.

NOTE: The Solitaire Coal Corporation, Inc Permit #S-87-85 is exempt from this contract.

2.4 “SPREC” is used to refer to the OSR’s web-based database utilized, in part, for writing and storing maintenance documents including, but not limited to, Work Directives, Daily Inspection Reports, Field Verification Forms, Invoices, and Supporting Documentation. SPREC is also utilized to store project Photos, Right of Entry documents, As-Built drawings, and Purchase Order tracking reports.

2.5 “WVDOH” means the West Virginia Department of Transportation; is the state agency responsible for transportation in West Virginia.

3. MANDATORY REQUIREMENTS: Vendor, or Vendor’s staff if requirements are inherently limited to individuals rather than corporate entities, shall have the following minimum qualifications:

3.1 Vendor must have the ability to supply all specified equipment, labor, and materials on multiple individual projects either concurrently or consecutively if requested by the Office of Special Reclamation.

3.2 All specified equipment shall be supplied with an operator by the vendor as part of the hourly rate for each piece of specified equipment. Equipment operator must have the knowledge and ability to operate the equipment effectively and efficiently for the specified task.

3.3 All equipment identified by trade name is interchangeable with an equivalent approved by OSR.

3.4 The quantities are applied for bidding purposes only, actual quantities shall be based on work performed and may be depending on the necessity for maintenance work.

3.5 All equipment used must be always in good operable condition and be readily available.

3.6 All materials must have approval from an OSR Representative.

3.7 Labor for operating equipment and installing materials shall be incidental to each item unless otherwise specified by the contract.

3.8 Material Bid Items shall be priced as delivered to the site, with installation paid under labor and equipment hours, unless specifically noted to the contrary.

3.9 All items must be bid and bid in unit measure specified in the quantity column, except for shipping, which will be a non-bid line item.

3.10 AIR QUALITY MONITORING:

3.10.1 General Requirements. The Contractor shall be solely responsible for all air quality monitoring associated with the construction activities performed under this contract. This includes monitoring for dust, particulate matter, emissions from equipment, and any other air pollutants generated as a result of the Contractor's operations.

3.10.2 Environmental Compliance. In addition to general air quality monitoring, the Contractor shall be responsible for monitoring any air emissions or airborne contaminants that may result from environmentally sensitive activities such as soil disturbance, demolition, material handling, or remediation of contaminated areas.

3.10.3 Monitoring Standards. All air quality monitoring shall be performed in full compliance with applicable federal, state, and local air quality regulations, including but not limited to the requirements of the Environmental Protection Agency (EPA), Occupational Safety and Health

Administration (OSHA), and the State Department of Environmental Protection.

The Contractor shall: furnish, instaIl, and maintain all necessary air monitoring equipment, calibrate and validate equipment as required, maintain logs and records of air quality data. The Contractor is also required to provide reports to the State or regulatory agencies upon request.

3.10.4 Corrective Actions and Mitigation. If air quality thresholds are exceeded or if public or worker health is potentially impacted, the Contractor shall immediately implement appropriate mitigation measures at no additional cost to the State. This may include dust suppression, equipment modifications, or temporary cessation of work.

3.10.5 Cost Responsibility. All costs associated with air quality monitoring, compliance, reporting, mitigation, and any related environmental measures shall be the sole responsibility of the Contractor. The State shall not be responsible for performing or funding any air quality monitoring activities.

3.11 Mandatory Contract Service Requirements and Deliverables: Contract

Services must meet or exceed the mandatory requirements listed below.

3.11.1 Crawler Dozer-Caterpillar D-8N or equivalent.

3.11.1.1 Crawler Dozer-Caterpillar D-8N or equivalent must have two hundred eighty-five (285) minimum flywheel horsepower, equipped with a U- Type Dozer Blade.

3.11.2 Crawler Dozer-Caterpillar D-6H or equivalent.

3.11.2.1 Crawler Dozer-Caterpillar D-6H or equivalent must have one hundred sixty-five (165) minimum flywheel horsepower, equipped with a straight or angle-type dozer blade.

3.11.3 Crawler Dozer-Caterpillar D-3G LGP or equivalent.

3.11.3.1 Crawler Dozer-Caterpillar D-3G LGP or equivalent must have fifty-two (52) minimum flywheel horsepower, equipped with a straight or angle-type dozer blade.

3.11.4 Crawler Dozer-Caterpillar D-5G LGP or equivalent.

3.11.4.1 Crawler Dozer-Caterpillar D-5G LGP or equivalent must have sixty-seven (67) minimum flywheel horsepower, equipped with a straight or angle-type dozer blade.

3.11.5 Crawler Loader-Caterpillar 931C or equivalent.

3.11.5.1 Crawler Loader-Caterpillar 931C or equivalent must have sixty-seven

(67) minimum flywheel horsepower with standard 1.05 yd. bucket.

3.11.6 Backhoe Loader, Rubber-Tired.

3.11.6.1 Backhoe Loader, Rubber-Tired must have sixty (60) minimum flywheel horsepower loader bucket capacity-minimum one (1) cubic yard: backhoe bucket size-minimum 6.0 cubic feet.

3.11.7 Hydraulic Excavator-Caterpillar 314 or equivalent

3.11.7.1 Hydraulic Excavator-Caterpillar 314 or equivalent must have (ninety)

90 minimum flywheel horsepower, equipped with standard bucket and thumb.

3.11.8 Hydraulic Excavator-Caterpillar 318 or equivalent.

3.11.8.1 Hydraulic Excavator-Caterpillar 318 or equivalent must have one hundred fifteen (115) minimum flywheel horsepower, equipped with standard bucket.

3.11.9 Hydraulic Excavator-Caterpillar 325 or equivalent.

3.11.9.1 Hydraulic Excavator-Caterpillar 325 or equivalent must have one hundred seventy-three (173) minimum flywheel horsepower, equipped with standard bucket.

3.11.10 Hydraulic Excavator- Long Reach, John Deere 790ELC or equivalent.

3.11.10.1 Hydraulic Excavator- Long Reach, John Deere 790 or equivalent must have one hundred fifty-five (155) minimum flywheel horsepower, maximum reach at ground level of fifty-nine (59) feet minimum, equipped with standard bucket.

3.11.11 Skid steer loader Bobcat T190 or equivalent with rotary cutter.

3.11.11.1 Skid steer loader Bobcat T190 or equivalent must have sixty-six

(66) minimum horsepower and hydraulic output of 16.96 gpm to

26.40 gpm equipped with seventy-two (72) inch rotary cutter capable of cutting up to three (3) inch diameter material.

3.11.11.2 Mobilization and Demobilization shall be included in the hourly rate.

3.11.12 Skid steer loader Bobcat T190 or equivalent with utility bucket.

3.11.12.1 Skid steer loader Bobcat T190 or equivalent must have sixty-six

(66) minimum horsepower and hydraulic output of 16.96 gpm to

26.40 gpm equipped with seventy-four (74) inch utility bucket.

3.11.12.2 Mobilization and Demobilization shall be included in the hourly rate.

3.11.13 Articulated Truck – Caterpillar D250E or equivalent.

3.11.13.1 Articulated Truck – Caterpillar D250E or equivalent must have two hundred sixty (260) minimum flywheel horsepower with minimum twenty-five (25) ton capacity.

3.11.14 Truck, Tandem Axle.

3.11.14.1 Truck, Tandem Axle must have rear dump, eight (8) to ten (10) cubic yard capacity, 35,000 GVW minimum, two hundred ten (210) flywheel horsepower equipped with a sealed tailgate.

3.11.14.2 Mobilization and Demobilization shall be included in the hourly rate.

3.11.15 Tractor with low boy.

3.11.15.1 Tractor with low boy must be licensed for 110,000 pounds. This item is intended for mobilization and demobilization of equipment. To include all permits and fees necessary for legal transportation of equipment.

3.11.15.2 All other costs including break-down and put-together costs of equipment will be incidental to the other items – per hour.

3.11.15.3 Hourly Rate will be paid one (1) time in and one (1) time out while the truck is loaded for each piece of equipment used on the project.

3.11.15.4 Mobilization shall be paid per hour from either the vendor’s shop or previous work directive site to current work directive site then demobilization shall be paid per hour from the current work directive site to either the next work directive site or the vendor’s shop.

3.11.16 Single Smooth Drum Vibratory Roller.

3.11.16.1 Single Smooth Drum Vibratory Roller shall be a Bomag BW145D-40 or equivalent with a minimum centrifugal force of 22,000 pounds.

3.11.17 Mini Hydraulic Excavator equipped with standard bucket.

3.11.17.1 Mini Hydraulic Excavator equipped with standard bucket shall be a Cat 305 CR or equivalent with a minimum thirty-nine (39) flywheel horsepower.

3.11.17.2 Mobilization and Demobilization shall be included in the hourly rate.

3.11.18 Mini Hydraulic Excavator equipped with brush mower/mulcher.

3.11.18.1 Mini Hydraulic Excavator equipped with brush mower/mulcher shall be a Cat 305 CR or equivalent with a minimum thirty-nine (39) flywheel horsepower and minimum auxiliary hydraulic flow of fifteen (15) gpm. It shall be equipped with a Rockhound 30EX brush mower or equivalent, featuring a flail style cutter drum.

3.11.18.2 Mobilization and Demobilization shall be included in the hourly rate.

3.11.19 Motor Grader.

3.11.19.1 Motor Grader shall be a Cat 120M2 or equivalent with a minimum one hundred forty-five (145) flywheel horsepower and shall be equipped with tire chains when required.

3.11.20 Pressure Washer.

3.11.20.1 Pressure Washer shall be able to produce a flow rate of a minimum

2.5 GPM and produce pressure of minimum 3,300 psi.

3.11.20.2 Pressure Washer shall be provided with a minimum three hundred

(300) gallon portable water tank, plumbed to provide water supply for the pressure washer when requested.

3.11.20.3 Pressure washer shall be provided with a jetting drain cleaning kit, including one hundred fifty (150) feet of jetting hose on projects when requested.

3.11.20.4 Mobilization and Demobilization shall be included in the hourly rate.

3.11.21 Vibratory Rammer.

3.11.21.2 Vibratory Rammer shall have a ramming show with a minimum of one hundred forty-five (145) square inches and be able to deliver a minimum of six hundred (600) blows per minute.

3.11.21.3 Mobilization and Demobilization shall be included in the hourly

3.11.22 Seed mixture for revegetation.

3.11.22.1 The variety of grass and legume seed furnished for the project shall bear a tag, in accordance with applicable State and Federal laws, with the following information listed:

a. Lot Number

b. Seed Producers Name

c. Percent Purity

d. Percent Germination

e. Date of Germination Testing

f. Weed Seed Content (should be <0.25% by weight)

3.11.22.2 All leguminous seed shall be inoculated with the specified strain of rhizobia that shall be a pure culture of bacteria selected for maximum vitality. No rhizobia shall be used which has passed the expiration date on each package. The inoculant shall be applied at five times the recommended rate except when used in a hydro-seeding mixture when the rate will be ten (10) times the recommended rate.

3.11.22.3 Vegetation shall be established on all areas reaching final grade or other areas not likely to be disturbed by further disturbance activities. These areas shall be seeded with a permanent seed mixture, Southern States “Mountain Meadow & Pasture Mix” or equivalent.

Vegetative Species Percentage by weight

Orchard grass 48 Red Clover 20

Climax Timothy 12 Perennial Ryegrass 8 Kentucky Bluegrass 85/80 8 Will Ladino (white) Clover 4

Cover Crops added to mix based on season

Foxtail Millet or Spring Oats (March-May) 12 Winter Wheat (August-October) 90 Annual Ryegrass (August-April) 15

3.11.22.4 Use only certified “blue tag” seed. Seed rate is for pure live seed

(PLS).

3.11.22.5 Price per pound shall include delivery to the site with application to be paid under labor.

3.11.23 Seed mixture for vegetative enhancement.

3.11.23.1 Seed mixture for vegetative enhancement must be applied for vegetation enhancement and consist of the following:

Vegetative Species Rate/Acre

Birdsfoot Trefoil @ 5 lbs/acre

Orchard Grass @ 5 lbs/acre

Red Clover @ 5 lbs/acre

3.11.23.2 Herbaceous legume must be treated with the appropriate bacterium before seeding. On areas that are steeply sloping (steeper than 1.7:1), slide prone or drainage conveyance structures substitute Crown Vetch (Coronilla Varia) at 20 lbs. /acre for Birdsfoot Trefoil.

3.11.23.3 Use only certified “blue tag” seed. Seed-rate suggested is for pure live seed (PLS) in lbs. /acre.

3.11.23.4 Price per acre shall include delivery to the site and application.

3.11.24 Additional seed mixture for woodland post mining land use.

3.11.24.1 Additional seed mixture for woodland post mining land use must be applied for woodland post-mining land use projects and consist of the following:

Vegetative Species Rate/Acre Black Locust 3 lbs./acre

3.11.24.2 Use only certified “blue tag” seed. Seed-rate suggested is for pure live seed (PLS).

3.11.24.3 Price per pound shall include delivery to the site with application being paid for under labor.

3.11.25 Agriculture Lime

3.11.25.1 Agriculture Lime must be a minimum of eighty-five percent (85%)

CaCO3.

3.11.25.2 Price per pound shall include delivery to the site with application being paid under labor.

3.11.26 Fertilizer 10-20-10.

3.11.26.1 Price per pound shall include delivery to the site with application

3.11.27 Fertilizer 18-46-0.

3.11.27.1 Price per pound shall include delivery to the site with application

3.11.28 Mulch, Cellulose Fiber

3.11.28.1 Mulch, Cellulose Fiber shall be Terra-Mulch Cellulose Fiber or equivalent.

3.11.28.1 Price per ton shall include delivery to the site and application.

3.11.29 Straw

3.11.29.1 Price per standard bale shall include delivery to the site with application being paid under labor.

3.11.29.2 Standard bale size will consist of a 2-string rectangular bale thirty-six (36) inches x nineteen (19) inches x sixteen (16) inches.

3.11.30 Stone – AASHTO #3, 2 ½-inch x 1-inch non-calcareous, delivered to site.

3.11.31 Stone – AASHTO R8 riprap, 15-inch to 42-inch non-calcareous, delivered to site.

3.11.32 Stone – AASHTO R3 riprap, 3-inch x 6-inch non-calcareous, delivered to site.

3.11.33 Stone – AASHTO R8 riprap, 15-inch to 42-inch limestone, delivered to site.

3.11.34 Stone – AASHTO R7 riprap, 12-inch to 30-inch limestone, delivered to site.

3.11.35 Stone – AASHTO R6 riprap, 6-inch to 24-inch limestone, delivered to site.

3.11.36 Stone – AASHTO R4 riprap, 4-inch to 18-inch limestone, delivered to site.

3.11.37 Stone – AASHTO R3 riprap, 3-inch to 6-inch limestone, delivered to site.

3.11.38 Stone – AASHTO #3, 2 ½-inch x 1-inch limestone, delivered to site.

3.11.39 Stone – AASHTO #57, 1-inch clean limestone, delivered to site.

3.11.40 Stone – AASHTO Class 1, 1 ½-inch x 0-inch limestone, delivered to site.

3.11.41 Limestone Sand – 92% CaCO3

3.11.41.1 Limestone sand must be a minimum of ninety-two percent (92%) CaCO3 with particle size of five percent (5%) maximum retained on a #10 mesh screen, fifteen percent (15%) maximum retained on a #20 mesh screen, thirty percent (30%) maximum passing a #60 screen, delivered to site.

3.11.42 Limestone Sand - (97%) CaCO3

3.11.42.1 Limestone must be a minimum of ninety-seven percent (97%)

CaCO3 16 mesh (Glass Factory Limestone Sand) with particle size of zero percent (0%) retained on a #12 mesh screen, twenty percent (20%) maximum retained on a #20 mesh screen, twenty percent (20%) maximum passing a #70 screen, delivered to site.

3.11.43 Pipe - 12-inch schedule 35 P.V.C.

3.11.43.1 Pipe - 12-inch schedule 35 P.V.C. or equivalent shall be provided with a bell end for assembly.

3.11.44 Pipe - 12-inch 45° schedule 35 P.V.C.

3.11.45 Pipe - 12-inch 90° schedule 35 P.V.C.

3.11.46 Pipe - 12-inch cap schedule 35 P.V.C.

3.11.47 Pipe - Tee, 12-inch schedule 35 P.V.C.

3.11.48 Pipe - 6-inch solid schedule 35 pipe P.V.C.

3.11.49 Pipe - 6-inch perforated schedule 35 pipe P.V.C.

3.11.50 Pipe - 6 inch “T” schedule 35 P.V.C.

3.11.51 Pipe - 6-inch screw on cap schedule 35 P.V.C.

3.11.52 Pipe - 6-inch solid end cap schedule 35 P.V.C.

3.11.53 Pipe - 6-inch 45° schedule 35 P.V.C.

3.11.54 Pipe - 6-inch connector schedule 35 P.V.C

3.11.55 Pipe - 6-inch 90° schedule 35 P.V.C.

3.11.56 Pipe - 6-inch 22½° schedule 35 P.V.C.

3.11.57 18-inch HDPE Pipe

3.11.57.1 18-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.58 12-inch HDPE Pipe

3.11.58.1 12-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include

3.11.59 6-inch HDPE Pipe

3.11.59.1 6-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include

3.11.60 4-inch HDPE Pipe

3.11.60.1 4-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.61 18-inch HDPE Pipe Fittings

3.11.61.1 18-inch HDPE pipe fittings shall be DR17 fusible HDPE pipe fittings of any of the following types: Tees, Wyes, 45°s, and 90°s. Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.62 12-inch HDPE pipe fittings

3.11.62.1 12-inch HDPE pipe fittings shall be DR17 fusible HDPE pipe fittings of any of the following types: Tees, Wyes, 45°s, and 90°s.

Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.63 6-inch HDPE Pipe Fittings

3.11.63.1 6-inch HDPE pipe fittings shall be DR17 fusible HDPE pipe fittings of any of the following types: Tees, Wyes, 45°s, 90°s, HDPE to stainless steel male threaded transition, cam, and groove hose fitting with lockable dust cap. Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.64 4-inch HDPE Pipe Fittings

3.11.64.1 4-inch HDPE pipe fittings shall be DR17 fusible HDPE pipe fittings of any of the following types: Tees, Wyes, 45°s, and 90°s. Price shall include delivery to the site with installation being paid under equipment, fusing machine and labor.

3.11.65 6-inch Stainless Steel Knife Valves

3.11.65.1 6-inch Stainless Steel Knife Valves shall be “316 Grade” stainless steel and shall be equipped with a handwheel, nitrile gaskets and all stainless-steel mounting hardware. Price shall include delivery to the site with installation being paid under labor.

3.11.65.2 All mounting hardware shall have a waterproof “anti-seize” lubricant applied during the installation thereof.

3.11.66 4-inch Stainless Steel Knife Valves

3.11.66.1 4-inch Stainless Steel Knife Valves shall be “316 Grade” stainless steel and shall be equipped with a handwheel, nitrile gaskets and all stainless-steel mounting hardware. Price shall include delivery to the site with installation being paid under labor.

3.11.66.2 All mounting hardware shall have a waterproof “anti-seize” lubricant applied during the installation thereof.

3.11.67 10-foot Farm Gate

3.11.67.1 Farm Gate shall be 10-foot-long, tube gate with 16-gauge tubing of

2- inch diameter. Price of gate shall include all hardware needed for installation, including two (2) 6 inch by 8-foot CCA pressure treated wood posts.

3.11.67.2 Gate price shall include delivery to site.

3.11.67.3 Installation shall be paid under equipment and labor.

3.11.68 18-foot Pipe Gate

3.11.68.1 18-foot Pipe Gate shall be fabricated in accordance with the attached drawing and shall be thoroughly cleaned, primed and painted green, utilizing Carboline brand Rustbond FC primer and three coats of Carboline brand Carbothane 133 HB paint, or approved equivalents.

3.11.68.2 Gate price shall include delivery to site.

3.11.68.3 Installation shall be paid under equipment and labor hours.

3.11.69 Bentonite Sealer

3.11.69.1 Bentonite Sealer shall be sodium bentonite with no additives, in powder or granular form upon request.

3.11.69.2 Application shall be paid under labor hours.

3.11.70 12-inch HDPE Dual Walled Corrugated Culvert

3.11.70.1 HDPE Dual Walled Corrugated Culvert must be 20-foot section.

3.11.70.2 Price per each shall include delivery to site.

3.11.70.3 Installation shall be paid under equipment and labor.

3.11.71 18-inch HDPE Dual Walled Corrugated Culvert

3.11.71.1 HDPE Dual Walled Corrugated Culvert must be 20-foot section.

3.11.71.2 Price per each shall include delivery to site.

3.11.71.3 Installation shall be paid under equipment and labor.

3.11.72 24-inch HDPE Dual Walled Corrugated Culvert

3.11.72.1 HDPE Dual Walled Corrugated Culvert or equivalent must be 20-foot section.

3.11.72.2 Price per each shall include delivery to site.

3.11.72.3 Installation shall be paid under equipment and labor.

3.11.73 Trailer Mounted 6-inch Trash Pump.

3.11.73.1 Trash pump must be 6-inch diameter input and output gas and/or diesel powered with trailer mounting and be able to pump up to 3-inch solids.

3.11.73.2 Mobilization and Demobilization shall be included in the hourly

3.11.73.3 Set up and breakdown shall be included in the hourly rate.

3.11.73.4 Pump must be capable of producing seventy-five percent (75%) of the manufacturer’s rated output (gpm) and be operated at the pump motors rated maximum continuous performance for the duration of pumping.

3.11.73.5 Vendor shall also provide a minimum of one-hundred (100) feet of suction line, a minimum of one-hundred fifty (150) feet of discharge line and a bolt on float for each suction line upon request.

Vendor shall provide all fittings and connections necessary for use of pumps in manner requested by agency.

3.11.74 Trailer Mounted Trash/Sludge High Head Pump.

3.11.74.1 Trailer mounted trash/sludge high head/high volume pump

(Godwin HL5M Dri – Prime) or equivalent must be 6-inch diameter input and output gas and/or diesel powered with trailer mounting and be able to pump up to 3-inch solids

3.11.74.2 Mobilization and Demobilization shall be included in the hourly

3.11.74.3 Set up and breakdown shall be included in the hourly rate.

3.11.74.4 Pump must be capable of producing a minimum seventy-five (75%) of the manufacturer’s rated output (gpm) and be operated at the pump motors rated maximum continuous performance for the duration of pumping.

3.11.74.5 Vendor shall also provide a minimum of one-hundred (100) feet of suction line, a minimum of one hundred-fifty (150) feet of discharge line and a bolt on float for each suction line upon request. Vendor shall provide all fittings and connections necessary for use of pumps in manner requested by agency.

3.11.75 3-inch Trash Water Pump.

3.11.75.1 Trash water pump must be 3-inch diameter input and output gas and/or diesel powered.

3.11.75.2 Mobilization and Demobilization shall be included in the hourly

3.11.75.3 Set up and breakdown shall be included in the hourly rate.

3.11.75.4 Pump must be capable of producing a minimum seventy-five percent (75%) of the manufacturer’s rated output (gpm) and be operated at the pump motors rated maximum continuous performance for the duration of pumping.

3.11.75.5 Vendor shall also provide a minimum of one hundred (100) feet discharge line and a bolt on float for each suction line upon

3.11.76 2-inch Trash Water Pump.

3.11.76.1 Trash water pump must be 2-inch diameter input and output gas and/or diesel powered.

3.11.76.2 Mobilization and Demobilization shall be included in the hourly

3.11.76.3 Set up and breakdown shall be included in the hourly rate.

3.11.76.4 Pump must be capable of producing a minimum seventy-five percent (75%) of the manufacturer’s rated output (gpm) and be operated at the pump motors rated maximum continuous performance for the duration of pumping.

3.11.76.5 Vendor shall also provide a minimum of one hundred (100) feet discharge line and a bolt on float for each suction line upon

3.11.77 Engineering Fabric for Drainage

3.11.77.1 Engineering fabric for drainage must be for subsurface drainage

– in accordance with Section 715.11.4 “Engineering Fabric” of the West Virginia Division of Highways, standard specification roads and bridges (non-woven).

3.11.77.2 Installation shall be paid under labor.

3.11.78 Engineering Fabric for Stabilization

3.11.78.1 Engineering fabric for stabilization must be for separation and stabilization – in accordance with Section 715.11.8 and 715.11.9 “Engineering Fabric” of the West Virginia Division of Highways, standard specification roads and bridges (woven).

3.11.78.2 Installation shall be paid under labor.

3.11.79 Textured HDPE Geomembrane

3.11.79.1 Textured HDPE geomembrane must be sixty (60) millimeters thick. Roll width may be site dependent.

3.11.79.2 Textured HDPE rolls shall have a minimum sheet density of

0.940 gram per cubic centimeter.

3.11.79.3 Price shall include any necessary seaming and delivery to the site.

3.11.79.4 Installation shall be paid under equipment and labor.

3.11.80 Laborer

3.11.80.1 Laborer shall include the use of hand and power tools.

3.11.80.2 Laborer shall be equipped to provide welding and or cutting torch services upon request.

3.11.80.3 Mobilization and demobilization shall be included in the hourly

3.11.81 Silt fence

3.11.81.1 Silt fence must be provided and installed to manufacturer’s specifications, minimum twenty-four (24) inch high to conform to requirements of Section 715.11.5 of the WVDOH standard specification.

3.11.81.2 Installation shall be paid under labor.

3.11.82 Grout

3.11.82.1 Grout must be provided to consist of one-part Portland cement and three parts sand mixed with water to produce workable consistency. Cement to meet requirement of Section 701.1 and sand to meet requirements of Sections 702.1 or 702.2 of the WVDOH standard specifications.

3.11.82.2 Installation shall be paid under equipment and labor.

3.11.83 Concrete

3.11.83.1 Concrete must meet applicable provisions of Section 601 of the

WVDOH standard specifications.

3.11.83.2 Price per cubic yard shall include delivery to the site.

3.11.83.3 Installation shall be paid under equipment and labor.

3.11.84 Landfill disposal fee

3.11.84.1 Landfill disposal fee must be only for trash and debris disposal.

Transportation of items will be paid under trucking.

3.11.85 Hay bales

3.11.85.1 Price per bale shall include delivery and staking materials per standard OSR technical specifications.

3.11.85.2 Standard bale size will consist of a two (2) string rectangular bale thirty-six (36) inches x nineteen (19) inches x sixteen (16) inches.

3.11.85.3 Installation shall be paid under labor.

3.11.86 3-foot Floating baffle curtains

3.11.86.1 3-foot Floating baffle curtains must be three (3) foot in depth, 18 ounce rubberized coated material with UV rating 20 x 20 nylon per square inch for strength, no sewing all seams heat seals.

3.11.86.2 Two (2) foot long Styrofoam block for floats in top spaced with grommets in between each block, block size based on depth.

¼ inch stainless cable in main top and extended out to the point of anchorage, approximately ten (10) feet from edge of water.

3.11.86.3 5/16-inch chain, heat sealed into bottom, extended out each end to point of anchorage.

3.11.86.4 Price to include two (2) six-foot t-posts per curtain section for anchoring.

3.11.86.5 Price shall include delivery to site and materials as required.

Installation shall be paid under labor.

3.11.87 5-foot Floating baffle curtains

3.11.87.1 5-foot Floating baffle curtains must be five (5) foot in depth, 18 ounce rubberized coated material with UV rating 20 x 20 nylon per square inch for strength, no sewing all seams heat seals.

3.11.87.2 Two (2) foot long Styrofoam block for floats in top spaced with grommets in between each block, block size based on depth.

¼ inch stainless cable in main top and extended out to the point of anchorage, approximately ten (10) feet from edge of water.

3.11.87.3 5/16-inch chain, heat sealed into bottom, extended out each end to point of anchorage.

3.11.87.4 Price to include two (2) six-foot t-posts per curtain section for anchoring.

3.11.87.5 Price shall include delivery to site and materials for as required.

Installation shall be paid under labor.

3.11.88 Wire mesh fencing

3.11.88.1 Zinc coated (galvanized) iron or steel farm-field (woven wire) fencing. Fencing shall meet the requirements of ASTM A 116, Design No. 1047-6-9, Zinc Coating Class 1. Where fencing is joined onto existing fence, Type FE-4-5 Oval Sleeve Wire Splices or equivalent splices will be used. Where fencing is attached to posts, 1 ½ inch galvanized fence staples will be used.

3.11.88.2 Installation shall be paid under equipment and labor.

3.11.89 Fence posts/Bracing posts 4-inch x 4-inch x 8-foot

3.11.89.1 All posts will be extreme/severe (minimum AWPA Use

Category UC4B or CCA rating of .40) weather treated wood.

Square posts will be a minimum of 4-inch x 4 inch. Round posts may be used provided that a minimum of 6-inch diameter is used. Where installed in the ground, posts will be installed a minimum depth of 3 feet with all fill compacted and extended above ground as directed.

3.11.89.2 Installation shall be paid under equipment and labor.

3.11.90 Utility Relocation

3.11.90.1 Utility relocation is a no bid item and shall be reimbursed at actual cost.

3.11.91 Silt Bag

3.11.91.1 Bags shall be 10-foot x 15 foot with a 4-inch opening.

Constructed of a permeable fabric.

3.11.91.2 Price shall include delivery to site and all labor and materials for installation.

3.11.92 Barbed Wire for Fencing

3.11.92.1 Wire must be a galvanized wire 15.5 gauge with 4-point Barbs.

Rolls will be standard 1/4-mile (1320 foot) roll. Barbed wire shall be attached to fence post with metal wire staples.

3.11.92.2 Price shall include delivery to site and all labor and materials

3.11.93 Fence Posts/Bracing Posts, 6-inch x 6-inch x 8 foot

3.11.93.1 All posts must be extreme/severe (minimum AWPA). Use

Category UC4B or CCA rating of .40 weather treated wood.

Square posts must be a minimum of 6-inch x 6-inch x 8 foot.

Round posts may be used provided that a minimum of 6-inch diameter is used. Where installed in the ground, posts must be installed a minimum depth of 3 feet with all fill compacted and extended above ground as directed.

3.11.93.2 Price shall include delivery to site and all labor and materials

3.11.94 Rolled Erosion Control Product (RECP)- Jute

3.11.94.1 Material must be Biodegradable 100% Jute fabric. Staples shall be used every 12 inches along the top and bottom edges to secure the fabric and every 18 to 24 inches across the fabric to minimize shifting. Square yardage calculations shall include a minimum of 4-inch overlap between sections.

3.11.94.2 Price shall include delivery to site and all labor and materials

3.11.95 Rolled Erosion Control Product (RECP)- Plastic

3.11.95.1 Material must be composed of at least 80% aspen wood fibers.

Topped with a photo/biodegradable plastic netting. Green color is desirable. Biodegradable stakes shall be used to secure the material following the manufacturer's recommendation.

3.11.95.2 Price shall include delivery to site and all labor and materials

3.11.96 Hydraulic Cement – Hydraulic cement is to be paid per gallon (dry mix).

3.11.96.1 Fast setting hydraulic cement will be used to patch holes in grouted channels, seal junctions between pipes and manholes, or where prescribed by the WVDEP-AML Representative.

3.11.97 Manhole Lid – Manhole lids are to be paid per each lid.

3.11.97.1 Steel precast manhole lids shall be used to replace any missing/stolen manhole lids according to the work directive.

3.11.97.2 Required lids shall have countersunk stainless steel hexagonal-head cap screws to fasten the lid to the frame, Type "F" concealed pickholes, 21 1/2" outside diameter, and 7/8" thickness, unless otherwise specified in the work directive.

Lids may be required to be solid, slotted, or vented according to the work directive.

3.11.98 Manhole Step – Manhole steps are to be paid per each step.

3.11.98.1 Manhole steps shall be tough copolymer polypropylene plastic reinforced by steel rebar and are designed and manufactured to deliver maximum product safety and longevity in the harshest of onsite conditions. Steps shall also be “drive in” style.

3.11.98.2 Work directives will direct the installation of manhole steps.

Manhole steps may be required in existing manholes or drainage structures; they will be installed for ease of flushing and cleaning procedures. Manhole steps will require drilling two holes into the existing concrete structure and driving the step into the holes.

3.11.99 Unspecified Parts Mark Up

3.11.99.1 Vendor shall provide a bid for parts markup (a charge that is allowed per these specifications). Unspecified Parts markup shall not exceed 20%. Vendor must, however, obtain advanced approval from Agency prior to purchasing any part more than $250.00. Vendors should provide the markup in terms of a decimal multiplier, as per the following example:

Example Markup bid = 15%

Place decimal point in front of percentage digits to add to

1. Example multiplier would be 1.15. Vendors should then multiply the multiplier (1.15) by the Estimated Cost for parts of $1,500 to arrive at the Total for Parts which would equal $1,725. Vendor should enter $1,725.00 as total parts as the bid in Oasis.

The $1,500.00 is only an estimate used for evaluating bids. No guaranteed quantity of requested parts is assumed, provided, or implied.

Multiplier Example Meaning

1.0 Vendor sells parts to Agency at Vendor’s cost.

1.15 Vendor sells parts to Agency at Vendor’s cost

plus a 15% markup.

1.20 Vendor sells parts to Agency at its cost plus a

20% markup.

Original parts cost must be submitted with the invoice for verification of appropriate markup. Any equipment or parts delivery charges from the manufacturer to the vendor shall be included with the invoice.

The Agency shall pay no more than the actual delivery charges.

3.11.99.2 Installation shall be paid under equipment and labor.

3.11.100 Shipping Charges for Unspecified Parts

3.11.100.1 Shipping charges for unspecified parts is a no bid item and shall be reimbursed at actual cost. Shipping charges shall only be reimbursed provided vendor submits original shipping receipt with invoice.

3.11.101 Specialty Equipment Rental

3.11.101.1 Specialty Equipment Rental charges for unspecified equipment is a non-bid item and shall be reimbursed at the actual cost, provided the contractor submit the rental receipt with the invoice. The Contractor must obtain advanced approval from the Agency prior to renting any equipment.

If the specialty equipment can be used for multiple Work Directives during the same rental period, reimbursement for the rental fee will be divided among the Work Directive invoices. The Laborer line item will be used to pay for the operation of the specialty equipment unless otherwise already included (example: Laborer to be paid to operate an electric drain cleaner, but an operator is included with an excavator to operate a specially rented excavator attachment). If fuel or other consumable supplies are required to operate the specialty equipment, a total of 2% of the rental cost shall be added to the reimbursement rate.

3.11.102 Specialty Equipment Rental Delivery

3.11.102.1 Delivery charges for specialty equipment rental is a non-bid item and shall be reimbursed at the actual cost. Delivery charges shall only be reimbursed provided the contractor submits the original delivery receipt with the invoice.

3.11.103 Bagged Concrete

3.11.103.1 Concrete shall be high strength of 4000psi blend of portland cement, sand and gravel for general concrete work.

3.11.103.2 Price per pound shall include delivery in bags to the site.

3.12 ORDERING OF WORK:

3.12.1 WORK DIRECTIVES

3.12.1.1 Work shall be ordered by OSR by issuance of a Work Directive, either via email, from an OSR Representative or from SPREC.

The Work Directive shall include the name, permit number, location of the project site, Notice to Proceed date, cost estimate of the quantity of work to be done, and the time frame in which the work shall be completed.

3.12.1.2 The Vendor shall acknowledge receipt of the work directive by signing, dating and returning it to the OSR Representative via email or hand delivery within three (3) days. The cost estimate shall be in accordance with the unit prices provided in the response to this proposal.

3.12.1.3 Working hours shall be Monday through Friday, non-holiday, between the hours of 7am to 7pm. No work shall be performed until a Notice to Proceed has been issued by OSR. The Vendor shall complete the specified work within the timeframe specified on the work directive. Work must begin within seven (7) days of the issuance of the Notice to Proceed.

3.12.1.4 Project costs shall not exceed the amount of the work directive.

Any changes pertaining to the work directive shall require written justification and approval from OSR.

3.13 BILLING/PAYMENT

3.13.1 At completion of the work, an invoice will be generated from SPREC and sent to the Vendor via email to sign. The Vendor shall return the signed invoice to OSR via email within 30 days of completion of each work directive. Invoices must be submitted for each work directive individually and must contain the Project Name, Permit Number, Work Directive Number, Contract Number and the dates of service (beginning and ending date work was performed). The Vendor shall provide Supporting Documentation including documentation for materials used (e.g., stone tickets, pipe). Documentation of wages paid is not a requirement of this Contract.

3.13.2 Inspections of each project will be made by the OSR representative as the work progresses and at completion. A final inspection will be made when all work is completed. Acceptance criteria will be based on all work being completed as required in the work directive.

3.13.3 The Vendor shall provide written work reports on any/all projects at the request of the Agency. Work reports will provide information necessary to evaluate the overall project and may include, (but not be limited to): type of equipment on site, equipment hourly use readings, man hours utilized, names of personnel on site, details of specific work performed at the site, specific problems encountered at the site, start and end times and date(s) of service. Report form will be provided by the OSR Representative or approved for use by the OSR Representative prior to use and submittal.

Work reports will be constructed to illustrate day-to-day activity on the project and provide all required criteria.

3.13.4 Original parts cost must be submitted with the invoice for verification of appropriate markup.

3.13.5 Specialty Equipment Rental receipts and receipts for delivery of specialty rental equipment must be submitted with the invoice for reimbursement.

4. TRAVEL: Vendor shall be responsible for all mileage and travel costs, including travel time, associated with performance of this Contract. Such costs will not be paid by the Agency.

5. FACILITIES ACCESS: Performance of Contract Services may require access cards and/or keys to gain entrance to Agency’s facilities. If access cards and/or keys are required:

5.1 Vendor must identify principal service personnel which will be issued access cards and/or keys to perform service.

5.2 Vendor will be responsible for controlling cards and keys and will pay replacement fee if the cards or keys become lost or stolen.

5.3 Vendor shall notify Agency immediately of any lost, stolen, or missing card or key.

5.4 Anyone performing under this Contract will be subject to Agency’s security protocol and procedures.

5.5 Vendor shall inform all staff of Agency’s security protocol and procedures.

5.6 Agency shall be responsible for obtaining rights-of-entry for each project, if required.

6. DELIVERY: Inspection of each project will be made by an OSR representative as work is completed. A final inspection will be made when all work is completed. A Warranty inspection will be conducted on each project during the warranty period. Consideration will be made during the warranty period for unforeseen and unanticipated conditions encountered. A warranty period of one (1) year shall commence on final date of service as stated on the final invoice for the work directive.

7. MISCELLANEOUS:

7.1 Contract Manager: During its performance of this Contract, Vendor must designate and maintain a primary contract manager responsible for overseeing Vendor’s responsibilities under this Contract. The Contract manager must be available during normal business hours to address any customer service or other issues related to this

Contract. Vendor should list its Contract manager and his or her contact information below.

Contract Manager: _________________________ Telephone Number: ________________________ Fax Number: ______________________________ Email Address: ____________________________

APPENDIX OF REFERENCED DOH SPECIFICATIONS

SECTION 601

STRUCTURAL CONCRETE

601.1-DESCRIPTION:

This work shall consist of furnishing and placing Portland cement concrete for structures, and incidental construction, in accordance with these specifications and in reasonably close conformity with the lines, grades and dimensions as shown on the Plans or established by the Engineer.

All concrete shall be air-entrained.

Classes of concrete shall be used as indicated below unless noted otherwise on the Plans:

Class A concrete shall be used in railing, cribbing, precast shapes, for filler, and in steel grid floors.

Class K concrete shall be used in all sidewalks, parapets, decks, and median barriers when they are part of the bridge superstructure.

Class B concrete shall be used in all beams and girders, roadway sidewalks, columns, hammerhead piers, arch rings including ties and spandrel walls, rigid frames, box culverts, heavily reinforced abutments, retaining walls, footings, pedestals and other areas not specifically designated as to class of concrete.

Class C concrete shall be used in massive footings and pedestals, massive pier shafts, gravity walls and, in general, for non-reinforced concrete or lightly reinforced concrete.

Class D concrete shall be used as unformed and non-reinforced concrete for backfilling of any excavated pockets or voids on which footings are to be located.

Class H concrete shall be used for bridge decks and other bridge elements when designated in the plans.

If the Contractor so elects, the Engineer may permit the use of a higher class concrete than the particular class designated for the work, in which event the higher class concrete shall meet the Specifications applicable without additional compensation. If the contractor uses a higher class concrete, and the strength specimens do not meet the minimum strength requirement of that higher class concrete, no penalty will be applied, provided that the strength specimens exceed the minimum strength requirement of the concrete that was originally designated for the work.

When called for on the Plans, an admixture of water-reducing retarder shall be added to all concrete so specified. A retarder may be used in other concrete at the Contractor’s option.

The work will be accepted in accordance with these Specifications and the applicable requirement of 105, 106, and 109.

All classes of concrete shall be designated as modified when using increased design strength.

All classes of concrete shall be designated as architectural when using additional formwork as shown in Section 601.8.10.

A hydration control admixture may be used at the Contractor’s option provided that the conditions in section 601.7 are met.

Shipping and Storage of Cement: Cement shall be shipped from retested and approved bins at the mill or distribution terminals, Cement stored by Contractor for a period longer than 90 days shall be retested before being used in the work. Cement failing to meet any of the specified requirements at any time prior to incorporation into the work will be rejected and shall be removed from the work. Cements of different brands, types, or from different mills shall be stored separately.

Shipping and Storage of Pozzolanic Additives: Pozzolanic additives shall be shipped from only those sources approved by the Division. Bulk Pozzolanic additives shall be stored at the job site in weatherproof bins. Pozzolanic additives from different sources or from different lots at the same source shall be stored separately.

701.1-PORTLAND CEMENT:

Portland cement shall conform to the requirements of ASTM C 150, Type I.

702.1-FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE:

702.1.1-General Requirement: Fine aggregate shall consist of natural sand, manufactured sand, or a combination thereof, conforming to the requirements of these Specifications.

702.1.2-Deleterious Substances: The Maximum percentages of deleterious substances shall not exceed the limits below.

MATERIAL

PERCENT BY

WEIGHT

Amount finer than No. 200 (75 µm) sieve for manufactured fine aggregate (determined by AASHTO T 11 and T 27) A manufactured fine aggregate is one which has been reduced in particle size by crushing.

Amount finer than No. 200 (75 µm) sieve for all other sands (determined by AASHTO T 11 and T 27)

Coal and other lightweight deleterious material (determined by

MP 702.01.20)

Friable particles (determined by MP 703.01.20) 1

Larger percentages passing the No.200 (75 µm) sieve in the fine aggregate fraction will be permitted if the percent passing the No. 200 (75 µm) sieve in the coarse aggregate fraction (703.4) is less than the specified maximum. In no event, however, shall the percent passing the No. 200 (75 µm) sieve in the total concrete aggregate be greater than an amount which would exist if both aggregate fractions contained their specified maximum percentage passing the No. 20 (75 µm) sieve.

702.1.3-Soundness (Determined by NP 703.00.22): When the fine aggregate is subjected to five alternations of the sodium sulphate soundness test, the weighted loss shall not exceed 10 percent by weight.

702.1.4-Organic Impurities (Determines by AASHTO T21): When the fine aggregate is subjected to the organic impurities test, the color shall not be darker than the standard. In the event a color darker than the standard is produced, the acceptability of the material will be determined as specified in 702.1.5.

702.1.5-Mortar Strength (Determined by AASTHO T71): Fine aggregate failing the organic impurities test shall be subjected to the test for mortar making properties. The fine aggregate shall develop a compressive strength at the age of seven days when sing Type I or II cement, or at three days when using Type III cement, of no less than 90 percent of the strength developed by a mortar prepared in the same manner with the same cement and graded Ottawa sand having a fineness modulus of 2.4 plus or minus 0.10.

702.1.7-Uniformity of Grading: The gradation limits given in 702.1.6 represent the extreme limits which shall determine suitability of material from all sources of supply. The gradation of material from any one source, however, shall be reasonable uniform.

702.2-MORTAR SAND:

Sand (natural or manufactured) shall meet the requirement of AASHTO M 45, except delete 4.1 through 4.4 and substitute the following:

Aggregate for use in masonry mortar shall be graded within the following limits:

SIEVE SIZE PERCENT PASSING

No. 4(3.75 mm) 100

No. 8 (2.36 mm) 90-100

No. 100 (150 µm) 0-30

No. 200 (75 µm) 0-10

715.11.4-Engineering Fabric For Subsurface Drainage: Engineering fabric for subsurface drainage shall meet the applicable requirements of AASHTO M 288, Section 7, Class 2. Additionally, the permittivity shall be a minimum of 0.2 sec-1 and the apparent opening size shall be no larger than No. 60 (250 µm) sieve.

715.11.5-Engineering Fabric For Sediment Control (Silt Fence): Engineering fabric for sediment control shall beet the applicable requirements of AASHTO M 288, Section 8.

715.11.8-Engineering Fabric For Separation: Engineering fabric for separation shall meet the applicable requirement of AASHTO M 288, Section 7, Class 2.

715.11.9-Engineering Fabric For Stabilization: Engineering fabric for stabilization shall meet the applicable requirement of AASHTO M 299, Section 7, Class 1.

Permit Numbering Series http://www.wvgs.wvnet.edu/oginfo/pipeline/series.html West Virginia Geological and Economic Survey http://www.wvgs.wvnet.edu/ Precision Services, Inc. Document Warehouse http://depcitrucfs.executive.stateofwv.gov/ GIS/WVDEP Resource Data View http://tagis.dep.wv.gov/fogm/ http://www.wvgs.wvnet.edu/oginfo/pipeline/series.html http://www.wvgs.wvnet.edu/ http://depcitrucfs.executive.stateofwv.gov/ http://tagis.dep.wv.gov/fogm/

ATTACHMENT