ARFQ DEP25-71 SPECS 2.pdf

REQUEST FOR QUOTATION

SOUTHERN 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 (WVDEP/OSR) to establish a contract for open end maintenance services to provide all equipment, labor, materials, and other necessary services for the southern region of West Virginia.

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

Additional definitions can be found in Section 2 of the Agency Terms & Conditions for Construction/Reclamation Contracts.

2.1 “Contract Services” means supplying all labor, materials, and other necessary services for maintenance of projects in the southern region of the West Virginia Department of Environmental Protection/Office of Special Reclamation. Counties included in this defined region being Greenbrier, Summers, Raleigh, McDowell, Wyoming, Fayette, Nicholas east of U.S. Route 19, Mercer, Pocahontas, and one site in Webster.

2.2 “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.

2.3 “Pricing Pages” shall mean the schedule of prices, estimated order quantity, and totals contained in WV OASIS and used to evaluate the Solicitation responses.

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 depend 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 the specified units listed in the Pricing Pages, except for shipping, which will be a non-bid line item.

3.10 Mandatory Contract Service Requirements and Deliverables: Contract Services must meet or exceed the mandatory requirements listed below.

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

3.10.1.1 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.

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

3.10.2.1 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.

3.10.3 Hydraulic Excavator-Caterpillar 314 or equivalent

3.10.3.1 Hydraulic Excavator-Caterpillar 314 or equivalent must have (ninety) 90 minimum flywheel horsepower, equipped with standard bucket and thumb.

3.10.4 Hydraulic Excavator-Caterpillar 325 or equivalent.

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

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

3.10.5.1 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.

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

3.10.6.1 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.

3.10.6.2 Mobilization and Demobilization shall be paid at the hourly rate of the specified machine.

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

3.10.7.1 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.

3.10.7.2 Mobilization and Demobilization shall be paid at the hourly rate of the

3.10.8 Pickup Truck with Hydraulic Dump Bed

3.10.8.1 Truck shall be a one (1) ton four-wheel drive.

3.10.8.2 Truck shall be equipped with a minimum five (5) cubic yard hydraulic dump bed.

3.10.8.3 Truck shall be equipped with tire chains when necessary.

3.10.8.4 Mobilization and demobilization shall be paid at the hourly rate of the

3.10.9 Articulated Truck – Caterpillar D250E or equivalent.

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

3.10.10 Truck, Tandem Axle.

3.10.10.1 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.

3.10.10.2 Mobilization and Demobilization shall be paid at the hourly rate of the

3.10.11 Tractor with low boy.

3.10.11.1 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.

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

3.10.11.3 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.

3.10.11.4 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.

3.10.12 Mini Hydraulic Excavator equipped with standard bucket.

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

3.10.12.2 Mobilization and Demobilization shall be paid at the hourly rate of the

3.10.13 Mini Hydraulic Excavator equipped with brush mower/mulcher.

3.10.13.1 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.

3.10.13.2 Mobilization and Demobilization shall be paid at the hourly rate of the

3.10.14 Motor Grader

3.10.14.1 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.

3.10.15 Pressure Washer.

3.10.15.1 Pressure Washer shall be able to produce a flow rate of a minimum 2.5 GPM and produce pressure of minimum 3,300 psi.

3.10.15.2 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.

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

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

3.10.16 Vibratory Rammer.

3.10.16.1 Vibratory Rammer shall have a ramming shoe 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.

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

3.10.17 Seed mixture for revegetation.

3.10.17.1 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)

3.10.17.2 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.

3.10.17.3 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

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

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

3.10.18 Additional seed mixture for woodland post mining land use.

3.10.18.1 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

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

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

3.10.19 Agriculture Lime

3.10.19.1 Agriculture Lime must be a minimum of eighty-five percent (85%) CaCO3.

3.10.19.2 Price per pound shall include delivery to the site with application being

3.10.20 Fertilizer 10-20-10.

3.10.20.1 Price per pound shall include delivery to the site with application being

3.10.21 Fertilizer 18-46-0.

3.10.21.1 Price per pound shall include delivery to the site with application being

3.10.22 Mulch, Cellulose Fiber

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

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

3.10.23 Straw

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

3.10.23.2 Standard bale size will consist of a 2-string rectangular bale thirty-six

(36) inches x nineteen (19) inches x sixteen (16) inches.

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

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

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

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

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

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

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

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

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

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

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

3.10.35 Limestone Sand – 92% CaCO3

3.10.35.1 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.

3.10.36 Limestone Sand - 97% CaCO3

3.10.36.1 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.

3.10.37 Pipe - 12-inch schedule 40 P.V.C.

3.10.37.1 Pipe - 12-inch schedule 40 P.V.C. or equivalent shall be provided with a bell end for assembly.

3.10.38 Pipe - 12-inch 45° schedule 40 P.V.C.

3.10.39 Pipe - 12-inch 90° schedule 40 P.V.C.

3.10.40 Pipe - 12-inch cap schedule 40 P.V.C.

3.10.41 Pipe - Tee, 12-inch schedule 40 P.V.C.

3.10.42 Pipe - 6-inch solid schedule 40 pipe P.V.C.

3.10.43 Pipe - 6-inch perforated schedule 40 pipe P.V.C.

3.10.44 Pipe - 6 inch “T” schedule 40 P.V.C.

3.10.45 Pipe - 6-inch screw on cap schedule 40 P.V.C.

3.10.46 Pipe - 6-inch solid end cap schedule 40 P.V.C.

3.10.47 Pipe - 6-inch 45° schedule 40 P.V.C.

3.10.48 Pipe - 6-inch connector schedule 40 P.V.C

3.10.49 Pipe - 6-inch 90° schedule 40 P.V.C.

3.10.50 Pipe - 6-inch 22½° schedule 40 P.V.C.

3.10.51 18-inch HDPE Pipe

3.10.51.1 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.

3.10.52 12-inch HDPE Pipe

3.10.52.1 12-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include

3.10.53 6-inch HDPE Pipe

3.10.53.1 6-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include

3.10.54 4-inch HDPE Pipe

3.10.54.1 4-inch HDPE shall be DR17 fusible HDPE pipe. Price shall include

3.10.55 18-inch HDPE Pipe Fittings

3.10.55.1 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.

3.10.56 12-inch HDPE pipe fittings

3.10.56.1 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

3.10.57 6-inch HDPE Pipe Fittings

3.10.57.1 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.

3.10.58 4-inch HDPE Pipe Fittings

3.10.58.1 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

3.10.59 6-inch Stainless Steel Knife Valves

3.10.59.1 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.

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

3.10.60 4-inch Stainless Steel Knife Valves

3.10.60.1 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.

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

3.10.61 10-foot Farm Gate

3.10.61.1 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.

3.10.61.2 Gate price shall include delivery to site.

3.10.61.3 Installation shall be paid under equipment and labor.

3.10.62 18-foot Pipe Gate

3.10.62.1 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.

3.10.62.2 Gate price shall include delivery to site.

3.10.62.3 Installation shall be paid under equipment and labor hours.

3.10.63 Bentonite Sealer

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

3.10.63.2 Application shall be paid under labor hours.

3.10.64 12-inch HDPE Dual Walled Corrugated Culvert

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

3.10.64.2 Price per each shall include delivery to site.

3.10.64.3 Installation shall be paid under equipment and labor.

3.10.65 18-inch HDPE Dual Walled Corrugated Culvert

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

3.10.65.2 Price per each shall include delivery to site.

3.10.65.3 Installation shall be paid under equipment and labor.

3.10.66 24-inch HDPE Dual Walled Corrugated Culvert

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

3.10.66.2 Price per each shall include delivery to site.

3.10.66.3 Installation shall be paid under equipment and labor.

3.10.67 36-inch HDPE Dual Walled Corrugated Culvert

3.10.67.1 HDPE Dual Walled Corrugated Culvert or equivalent must be 20-foot

3.10.67.2 Price per each shall include delivery to site.

3.10.67.3 Installation shall be paid under equipment and labor.

3.10.68 48-inch HDPE Dual Walled Corrugated Culvert

3.10.68.1 HDPE Dual Walled Corrugated Culvert or equivalent must be 20-foot

3.10.68.2 Price per each shall include delivery to site.

3.10.68.3 Installation shall be paid under equipment and labor.

3.10.69 Trailer Mounted 6-inch Trash Pump.

3.10.69.1 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.

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

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

3.10.69.4 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.

3.10.69.5 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.

3.10.70 Trailer Mounted Trash/Sludge High Head Pump.

3.10.70.1 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

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

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

3.10.70.4 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.

3.10.70.5 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

3.10.71 3-inch Trash Water Pump.

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

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

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

3.10.71.4 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.

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

3.10.72 2-inch Trash Water Pump.

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

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

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

3.10.72.4 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.

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

3.10.73 Engineering Fabric for Drainage

3.10.73.1 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).

3.10.73.2 Installation shall be paid under labor.

3.10.74 Engineering Fabric for Stabilization

3.10.74.1 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).

3.10.74.2 Installation shall be paid under labor.

3.10.75 Textured HDPE Geomembrane

3.10.75.1 Textured HDPE geomembrane must be sixty (60) millimeters thick.

Roll width may be site dependent.

3.10.75.2 Textured HDPE rolls shall have a minimum sheet density of

0.940 gram per cubic centimeter.

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

3.10.75.4 Installation shall be paid under equipment and labor.

3.10.76 Laborer

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

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

3.10.76.3 Mobilization and demobilization shall be included in the hourly rate.

3.10.77 Silt fence

3.10.77.1 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.

3.10.77.2 Installation shall be paid under labor.

3.10.78 Grout

3.10.78.1 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 requirements of Section 701.1 and sand to meet requirements of Sections 702.1 or 702.2 of the WVDOH standard specifications.

3.10.78.2 Installation shall be paid under equipment and labor.

3.10.79 Concrete

3.10.79.1 Concrete must meet applicable provisions of Section 601 of the

WVDOH standard specifications.

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

3.10.79.3 Installation shall be paid under equipment and labor.

3.10.80 Landfill disposal fee

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

Transportation of items will be paid under trucking.

3.10.81 Hay bales

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

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

3.10.79.3 Installation shall be paid under labor.

3.10.80 3-foot Floating baffle curtains

3.10.80.1 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.

3.10.80.2 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.

3.10.80.3 5/16-inch chain, heat sealed into bottom, extended out each end to point of anchorage.

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

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

Installation shall be paid under labor.

3.10.81 5-foot Floating baffle curtains

3.10.81.1 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.

3.10.81.2 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.

3.10.81.3 5/16-inch chain, heat sealed into bottom, extended out each end to point of anchorage.

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

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

Installation shall be paid under labor.

3.10.82 Wire mesh fencing

3.10.82.1 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.

3.10.82.2 Installation shall be paid under equipment and labor.

3.10.83 Fence posts/Bracing posts

3.10.83.1 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.

3.10.83.2 Installation shall be paid under equipment and labor.

3.10.84 Utility Relocation

3.10.84.1 Utility relocation is a no bid item and in the event of required utility protection/relocation, the utility work shall be billed to and paid for by the WVDEP.

3.10.85 HDPE Fusing Machine

3.10.85.1 Daily fee for fusing machine to fuse HDPE piping supplied by contractor or WVDEP/OSR.

3.10.85.2 Agency shall pay for other equipment needed hourly and labor hours for installation of pipe.

3.10.86 Jetter Truck Services with Operator

3.10.86.1 Jetter truck shall be capable of delivering 55 GPM at 2,000 PSI with a burst pressure of 5,000 PSI. The truck shall be equipped with a minimum of five hundred (500) feet of one-inch I.D. hose.

3.10.86.2 Jetter truck shall be equipped with a hose footage counter.

3.10.86.3 Jetter truck shall have a minimum tank capacity of 1,000 gallons.

3.10.86.4 Jetter truck shall have a minimum of three (3) different heads on truck ready for different flushing needs.

3.10.86.4.1 Standard cleaning head with forward and rear 30° jet nozzles.

3.10.86.4.2 Rotating cleaning head with forward and rear rotating jet nozzles.

3.10.86.4.3 Vibration cleaning head safe for PVC.

3.10.86.5 Jetter truck shall be equipped with a lifting arm to lift and or remove oversized grates, and/or various other types of heavy lids and objects.

3.10.86.6 Jetter Truck shall be equipped with a fifty (50) foot hose with handgun capable of 25GPM at 600psi for spot cleaning. The handgun shall have a minimum twelve (12) inch extension and interchangeable nozzle tips (e.g., 0°, 15°, 25° and 40°).

3.10.86.7 Jetter truck shall be equipped with safety strobes visible on all sides while flushing in traffic areas. Clearance lights and reflectors shall be required in accordance with D.O.T. requirements.

3.10.87 Crawler Loader -Caterpillar 943 or equivalent

3.10.87.1 Crawler loader must have an eighty (80) minimum flywheel horsepower with standard 1.3 Cubic yard bucket.

3.10.88 Bag Concrete

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

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

3.10.88.3 Installation shall be paid under labor.

3.10.89 Unspecified Parts Mark Up

3.10.89.1 Vendor shall provide a bid for parts markup (a charge that is allowed per these specifications). 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. Maximum markup shall not exceed 30%.

Multiplier Example Meaning

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

1.10 Vendor sells parts to Agency at Vendor’s cost plus a

10% markup.

1.20 Vendor sells parts to Agency at its cost plus a 20%

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.

3.10.89.2 Installation shall be paid under equipment and labor.

3.10.90 Shipping Charges for Unspecified Parts

3.10.90.1 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.

3.10.91 Unspecified Equipment Attachments

3.10.91.1 Unspecified Equipment Attachments are compatible with specified equipment listed in the contract and is a non-bid item. Upon WVDEP/OSR’s request, the contractor shall supply a written quote for the use of unspecified equipment attachments and obtain advanced approval and the expected duration of the use prior to supplying the attachment.

3.10.91.2 If the Unspecified Equipment Attachments need to be rented, the Vendor will supply a written rental quote and obtain advanced approval and the expected duration of usage prior to renting the equipment.

3.10.91.3 WVDEP/OSR reserves the right to reject any quotes deemed unacceptable. In the event a quote for attachments is rejected, WVDEP/OSR may modify the work to be performed in the work directive.

3.10.91.4 The specified equipment that the attachment is attached to and its operator shall be paid under the bid item for the specified equipment.

(example – The operation of an attachment for a specified excavator is paid under the excavator line item.)

3.10.91.5 If the specialty equipment attachment is to be used for multiple, successive Work Directives during the same rental period, payment for the attachment will be divided among the work directive invoices.

3.10.91.6 For rented attachments, an original receipt for rental and a copy of the rental agreement shall be included with the invoice for the work directive in order to be reimbursed. For equipment attachments that are owned by the vendor, reimbursement shall be based on the approved quote provided prior to supplying the equipment.

3.10.92 Unspecified Equipment is any equipment (excluding hand and power tools) that is not listed as a specified bid item in this contract. Work planned under this contract will almost entirely be completed with equipment listed as specified bid items.

However, maintenance work may arise within the contract period which is not anticipated, and it may become necessary to request equipment not listed as a specified bid item. Unspecified equipment shall include but not be limited to equipment generally utilized for construction, site preparation, materials handling, and/or transportation.

3.10.93 Unspecified Small Equipment

3.10.93.1 Unspecified Small Equipment is a non-bid item. Upon WVDEP/OSR’s request, the contractor shall supply a written quote for the use of unspecified small equipment and obtain advanced approval and the expected duration of the use prior to supplying the small equipment.

3.10.93.2 If the Unspecified Small Equipment needs to be rented, the Vendor will supply a written rental quote and obtain advanced approval and the expected duration of usage prior to renting the equipment.

3.10.93.3 WVDEP/OSR reserves the right to reject any quotes deemed unacceptable. In the event a quote for unspecified small equipment is rejected, WVDEP/OSR may modify the work to be performed in the work directive.

3.10.93.4 Unspecified Small Equipment operation will be paid under the Laborer bid item.

3.10.93.5 If fuel or other consumable supplies are required to operate the rented unspecified small equipment, a total of 2% of the rental cost, minus any delivery charges, shall be added to the rental rate for reimbursement. For unspecified small equipment that is owned by the Vendor, quotes shall include any costs for consumable supplies.

3.10.93.6 If the unspecified small equipment is to be used for multiple, successive Work Directives during the same time period, payment will be divided among the work directive invoices.

3.10.93.7 For rented equipment, an original receipt and a copy of the rental agreement shall be included with the invoice for the work directive in order to be reimbursed. For unspecified small equipment that is owned by the vendor, reimbursement shall be based on the approved quote provided prior to supplying the equipment.

3.10.94 Unspecified Heavy Equipment Rental

3.10.94.1 Unspecified Heavy Equipment is self-propelled tracked or tired equipment requiring a heavy equipment operator with knowledge and ability to operate the equipment effectively and efficiently for the specified task. Unspecified Heavy Equipment is a non-bid item. The contractor shall supply a written quote to the agency and must obtain advanced approval and the expected duration of the rental period from the agency prior to supplying the equipment.

3.10.94.2 If the Unspecified Heavy Equipment needs to be rented, the Vendor will supply a written rental quote and obtain advanced approval and the expected duration of usage prior to renting the equipment.

3.10.94.3 WVDEP/OSR reserves the right to reject any quotes deemed unacceptable. In the event a quote for Unspecified Heavy Equipment is rejected, WVDEP/OSR may modify the work to be performed in the work directive.

3.10.94.4 Unspecified Heavy Equipment operation will be paid under the Unspecified Heavy Equipment Operator bid item.

3.10.94.5 If fuel or other consumable supplies are required to operate Unspecified Heavy Equipment, a total of 25% of the rental cost, minus any delivery charges, shall be added to the reimbursement rate. For unspecified small equipment that is owned by the vendor, quotes shall include any costs for consumable supplies.

3.10.94.6 If the Unspecified Heavy Equipment will be used for multiple successive work directives during the same rental period, the reimbursement for the rental fee will be divided among the work directive invoices.

3.10.94.7 For rented heavy equipment, an original receipt and a copy of the rental agreement shall be included with the invoice for the work directive in order to be reimbursed. For Unspecified Heavy Equipment owned by the vendor, reimbursement shall be based on the approved quote provided prior to supplying the equipment.

3.10.95 Unspecified Heavy Equipment Operator

3.10.95.1 A Heavy Equipment Operator will be provided by the vendor when Unspecified Heavy Equipment is required and approved by

WVDEP/OSR.

3.10.95.2 A Heavy Equipment Operator shall have knowledge and ability to operate, drive, maneuver, or control any heavy equipment, including, but not limited to, machinery and equipment generally utilized for construction, site preparation, materials handling, and/or transportation effectively and efficiently for the specified task.

3.10.95.3 The vendor shall supply an hourly bid for a heavy equipment operator to operate, drive, maneuver or control unspecified heavy equipment.

3.10.96 Unspecified Equipment Rental Delivery

3.10.96.1 Delivery charges for unspecified 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. The Agency shall pay no more than the actual delivery charges associated with the delivery of any rental equipment.

3.11 ORDERING OF WORK:

3.11.1 WORK DIRECTIVES

3.11.1.1 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.

3.11.1.2 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.

3.11.1.3 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.

3.11.1.4 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.

3.12 BILLING/PAYMENT

3.12.1 The Vendor shall submit a signed invoice to OSR via email at

DEPDLRProcurement@wv.gov within 30 days of completion of each work directive. Invoices must be submitted for each work directive individually mailto:DEPDLRProcurement@wv.gov 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.

3.12.2 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.

3.12.3 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.

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 SCMs: SCMs shall be shipped from only those sources approved by the Division.

Bulk SCMs shall be stored at the job site in weatherproof bins. SCMs from different sources or from different lots at the same time 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.