ARFQ DEP2200000001 North Maintenance Region 1 Specs 05.26.21 - MDS (1).pdf

REQUEST FOR QUOTATION

NORTHERN MAINTENANCE

REGION 1 OPEN-END

SPECIFICATIONS

1. PURPOSE AND SCOPE: The West Virginia Department of Environmental Protection is soliciting bids to establish an open-end contract for maintenance to provide all equipment, labor, materials, and other necessary services for Region 1 in the Northern area 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 Standard Specifications for Construction and Reclamation-Time and Materials Contract.

2.1.“Contract Services” means supplying all equipment, labor, materials and other necessary services for maintenance of projects in the Northern Region 1 of the West Virginia Department of Environmental Protection/Office of Special Reclamation.

2.2.“Region 1” means counties included in Region 1 defined as being: Monongahela, Harrison, Gilmer, Marion, Upshur, Barbour, Webster, Doddridge, Lewis and Braxton.

2.3.“Pricing Page” means the schedule of prices, estimated order quantity, and totals contained in wvOASIS and used to evaluate the Solicitation responses.

3. MANDATORY REQUIREMENTS:

3.1. Contract services will be ordered by the Assistant Director of the Office of Special Reclamation or his representative by issuance of a Work Directive, which shall include the name and permit number for the site, location and cost estimate (estimated quantity of work to be done, specified equipment, and materials to be used.)

3.2. The vendor shall acknowledge receipt and acceptance by signing, dating, and forwarding back to the Assistant Director or his representative, the Work Directive for the project requested. The cost estimate shall be in accordance with the unit prices provided in the solicitation response.

3.3. WV DEP will issue a Notice to Proceed which will specify cost of project and starting and ending dates. The vendor shall not begin work until a signed Notice to Proceed has been issued by the WVDEP.

3.4. Project costs should not exceed the amount of the Work Directive. Any changes pertaining to a Work Directive shall require written justification and approval from WVDEP.

3.5. Individual Work Directives will not exceed $25,000.00.

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3.6. It shall be the contractor’s responsibility to check and locate all utilities within the work area to provide and maintain a safe working area in addition to preventing damage to the utilities.

3.7. Vendor must have the ability to supply all specified equipment, labor, and materials upon request of the West Virginia Department of Environmental Protection/Office of Special Reclamation.

3.8. 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 West Virginia Department of Environmental Protection/Office of Special Reclamation.

3.9. All specified equipment shall be supplied with a qualified operator by the vendor as part of the hourly rate for each piece of specified equipment.

3.10. Mandatory Contract Services Requirements and Deliverables: Contract Services must meet or exceed the mandatory requirements listed below. All equipment to include all permits and fees necessary for legal transportation of equipment listed below. All other costs including break-down and assembly costs of equipment will be incidental to the other items.

Payment for mobilization and demobilization will be made at the contract price per mile based upon road mileage from the Vendor 's place of business or another OSR site to the project and return. This location must be identified in the Bid Schedule. The OSR will calculate the delivery route mileage from the location of the equipment to the OSR job site utilizing "Google Maps" or a similar source. The payment for any operation of equipment for work shall be on a per hour basis which shall include labor and equipment.

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

3.10.1.1. Crawler Dozer-Caterpillar D-8N or equivalent must have 285 minimum flywheel horsepower, equipped with a U-Type Dozer Blade.

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

3.10.2.1. Crawler Dozer-Caterpillar D-6H or equivalent must have 165 minimum flywheel horsepower, equipped with a straight or angle-type dozer blade.

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

3.10.3.1. Crawler Dozer-Caterpillar D-3G LGP or equivalent must have 52 minimum flywheel horsepower, equipped with a straight

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or angle-type dozer blade.

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

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

3.10.5. Crawler Loader-Caterpillar 931C or equivalent.

3.10.5.1. Crawler Loader-Caterpillar 931C or equivalent must have 67 minimum flywheel horsepower with standard 1.05 yd. bucket.

3.10.6. Backhoe Loader, Rubber-Tired.

3.10.6.1. Backhoe Loader, Rubber-Tired must have 60 minimum

flywheel horsepower loader bucket capacity-minimum 1 cubic yard; backhoe bucket size-minimum 6.0 cubic feet.

3.10.7. Hydraulic Excavator-Backhoe-Caterpillar 314 or equivalent.

3.10.7.1. Hydraulic Excavator-Backhoe-Caterpillar 314 or equivalent must have 90 minimum flywheel horsepower, equipped with standard bucket.

3.10.8. Hydraulic Excavator-Backhoe-Caterpillar 318 or equivalent.

3.10.8.1. Hydraulic Excavator-Backhoe-Caterpillar 318 or equivalent must have 115 minimum flywheel horsepower, equipped with standard bucket.

3.10.9. Hydraulic Excavator-Backhoe-Caterpillar 325 or equivalent.

3.10.9.1. Hydraulic Excavator-Backhoe-Caterpillar 325 or equivalent must have 173 minimum flywheel horsepower, equipped with standard bucket.

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

3.10.10.1. Hydraulic Excavator-Backhoe Long Reach, John Deere 790ELC or equivalent must have 155 minimum flywheel horsepower, maximum reach at ground level of 59 feet minimum, equipped with standard bucket.

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3.10.11. Skid steer loader Bobcat T190 with 72-inch rotary cutter or equivalent.

3.10.11.1. Skid steer loader Bobcat T190 with 72-inch rotary cutter or equivalent must have 66 minimum horsepower and hydraulic output of 16.96 gpm to 26.40 gpm equipped with 72-inch rotary cutter capable of cutting up to 3-inch diameter material.

3.10.12. Skid steer loader Bobcat T190 with 74-inch utility bucket or equivalent.

3.10.12.1. Skid steer loader Bobcat T190 with 74-inch utility bucket or equivalent must have 66 minimum horsepower and hydraulic output of 16.96 gpm to 26.40 gpm equipped with 74-inch utility bucket.

3.10.13. Motor grader John Deere 672G or equivalent.

3.10.13.1. Motor grader John Deere 672G or equivalent must have 190 minimum horsepower with all-wheel drive and a minimum of 12-foot blade.

3.10.14. Articulated Truck – Caterpillar D250E or equivalent.

3.10.14.1. Articulated Truck – Caterpillar D250E or equivalent must have 260 minimum flywheel horsepower with minimum 25-ton capacity.

3.10.15.Truck, Tandem Axle.

3.10.15.1.Truck, Tandem Axle must have rear dump, 8 to 10 cubic yard capacity, 35,000 GVW minimum, 210 flywheel horsepower equipped with a sealed tailgate.

3.10.16. Tractor with low boy.

3.10.16.1. Tractor with low boy must be licensed for 110,000 pounds.

This item is intended for mobilization and demobilization of all equipment listed. Mileage Rate will be paid per mile only for when the equipment is in transport and loaded on the vehicle for each machine used on the project.

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

3.10.18.Mini Hydraulic Excavator equipped with standard bucket.

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3.10.18.1. Mini Hydraulic Excavator equipped with standard bucket shall be a Cat 305 CR or equivalent with a minimum 39 flywheel horsepower.

3.10.19.Mini Hydraulic Excavator Cat 305 CR or equivalent equipped with brush mower/mulcher.

3.10.19.1. Mini Hydraulic Excavator Cat 305 CR or equivalent equipped with brush mower/mulcher must have minimum 39 flywheel horsepower and minimum auxiliary hydraulic flow of 15 gpm.

3.10.19.2. Mini Hydraulic Excavator Cat 305 CR or equivalent equipped with brush mower/mulcher shall be equipped with a Rockhound 30EX brush mower or equivalent, featuring a flail style cutter drum.

3.10.20.Pressure Washer.

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

3.10.20.2. Pressure Washer shall be provided with a minimum 300 gallon portable water tank, plumbed to provide water supply for the pressure washer when requested.

3.10.20.3. Pressure Washer shall be provided with a jetter drain cleaning kit, including a minimum of 150 foot of jetter hose on projects when requested.

3.10.21.Vibratory Rammer - Wacker Neuson BS50-4S or equivalent

3.10.21.1. Vibratory Rammer - Wacker Neuson BS50-4S or equivalent shall have a ramming shoe with a minimum of 145 square inches and be able to deliver a minimum of 600 blows per minute.

3.10.22.Seed mixture for revegetation includes delivery and application price per acre.

3.10.22.1. Must be applied after seed bed preparation. Seed shall be Southern States Meadow & Pasture Mix or equivalent seeded at a rate of 225 lbs./per acre consisting of:

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Orchard grass 48.00% Medium Red Clover 20.00% Climax Timothy 12.00% Boost PRG 8.00% Kentucky Bluegrass 85/80 8.00% Ladino Clover 4.00%

3.10.22.2. Use Perennial Ryegrass at a rate of 225 lbs./per acre may be used with prior approval and discretion of DEP.

3.10.22.3. Use only certified seed. Seed-rate suggested is for pure live seed (PLS) in lbs./acre.

3.10.23. Seed mixture for vegetative enhancement includes delivery and application price per acre.

3.10.23.1. Must be applied for vegetation enhancement and consist of the following: Seed mixture must be Southern States Meadow & Pasture Mix or equivalent seeded at a rate of 175 lbs./acre consisting of:

Orchard grass 48.00% Medium Red Clover 20.00% Climax Timothy 12.00% Boost PRG 8.00% Kentucky Bluegrass 85/80 8.00% Ladino Clover 4.00%

3.10.23.2. Use Perennial Ryegrass at a rate of 175lbs/acre may be used with prior approval and discretion of DEP.

3.10.23.3. After application of the seed, the area shall be dragged with metal mat or lightly raked in tow directions to insure proper soil seed contact and migration of the seed to the soil surface.

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

3.10.24. Additional seed mixture for woodland post mining land use includes delivery and application price per acre.

3.10.24.1. Seed mixture for woodland post mining land use must be applied and consist of the following:

Vegetative Species Rate/Acre

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Black Locust @ 3 lbs/acre

3.10.24.2. Use only certified seed. Seed-rate suggested is for pure live seed (PLS) in lbs/acre.

3.10.25.Agriculture Lime - Must be a minimum of 85% CaCO3, shall include delivery to the site and application priced per ton.

3.10.26.Fertilizer 10-20-10 shall include delivery to the site and application priced per ton.

3.10.27.Fertilizer 18-46-0 shall include delivery to the site and application priced per ton.

3.10.28.Hydroseeding on slopes 3:1 or less. Price all-inclusive per acre.

3.10.28.1. Shall be applied only after seed bed preparation.

3.10.28.2. Mulch used must reduce erosion by a minimum of 65% and reduce water run off by a minimum of 20% on a minimum slope of 40% such as Terra Blend with Tracking Agent 3.

3.10.28.3. Minimum application rate shall be 2,000 pounds per acre for slopes 4:1 or less. For slopes greater than 4:1 up to 3:1 rate shall be 2,500 pounds to the acre.

3.10.28.4. Fertilizer shall be 10-20-10 applied at a rate of 220 lbs./acre.

3.10.28.5. Agriculture lime must be a minimum of 85% CaCO3 applied at a rate of one ton per acre.

3.10.28.6. Seed mixture shall be Southern States Meadow & Pasture mix or equivalent applied at a rate of 225 lbs./acre consisting of:

Orchard grass 48.00% Medium Red Clover 20.00% Climax Timothy 12.00% Boost PRG 8.00% Kentucky Bluegrass 85/80 8.00% Ladino Clover 4.00%

3.10.28.7. Use Perennial Ryegrass at a rate of 225 lbs/per acre may be used with prior approval and discretion of DEP.Use of only certified “blue tag” seed. Seed-rate suggested is for pure life seed (PLS) in lbs/acre

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3.10.29. Hydroseeding on slopes 3:1 or greater price all-inclusive per acre.

4.10.29.1. Shall be applied only after seed bed preparation.

4.10.29.2. Mulch shall must be applied at a minimum of 3,500 lbs./acre, shrink to no less than 0.20 of an inch when dry and have a water holding capacity of greater than 1,600% such as Felxterra High Performance-Flexible Growth Medium (HP- GFM) or equivalent.

4.10.29.3.Fertilizer shall be 10-20-10 applied at a rate of 220 lbs./acre.

4.10.29.4. Agriculture lime must be a minimum of 85% CaCO3 applied at a are of one ton per acre.

4.10.29.5. Seed mixture shall be Southern States Meadow & Pasture mix or equivalent applied at a rate of 225 lbs./acre consisting of:

Orchard grass 48.00% Medium Red Clover 20.00% Climax Timothy 12.00% Boost PRG 8.00% Kentucky Bluegrass 85/80 8.00% Ladino Clover 4.00%

4.10.29.6. Use Perennial Ryegrass at a rate of 225 lbs/per acre may be used with prior approval and discretion of DEP.

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

4.10.30. Mulch, Hay or Straw shall include delivery to the site and application priced per bale (per each).

4.10.30.1. Each bale shall have a minimum dimension of 15 inches x 18 inches x 36 inches.

4.10.31. Stone- 2 inch sandstone, delivered to site.

4.10.32. Stone- Shot sandstone, delivered to site.

4.10.33. Stone- Gabion sandstone 4 inch x 8 inch, delivered to site.

4.10.34. Stone- Shot limestone, delivered to site.

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4.10.35. Stone- Type 3 – Rip-Rap limestone 36 inch x 6 inch, delivered to site.

4.10.36. Stone- Type 2 – Rip-Rap limestone 30 inch x 6 inch, delivered to site.

4.10.37. Stone- Type 1 – Rip-Rap limestone 12 inch x 3 inch, delivered to site.

4.10.38. Stone- Gabion limestone 4 inch x 8 inch, delivered to site.

4.10.39. Stone- Limestone 2 inch, delivered to site.

4.10.40. Stone- No. 57 limestone, delivered to site..

4.10.41. Stone- Crusher run, limestone, delivered to site..

4.10.42. Limestone Sand No.1.

4.10.42.1. Must be a minimum of 92% CaCO3 with particle size of 5% maximum retained on a #10 mesh screen, 15% maximum retained on a #20 mesh screen, 30% maximum passing a #60 screen, delivered to site.

4.10.43. Limestone Sand No. 2

4.10.43.1. Must be a minimum of 97% CaCO3 16 mesh (Glass Factory Limestone Sand) with particle size of 0% retained on a#12 mesh screen, 20% maximum retained on a #20 mesh screen, 20% maximum passing a #70 screen, delivered to site.

4.10.44. Pipe - SDR 35 P.V.C. or equivalent shall be provided with a bell end for assembly.

4.10.44.1. Pipe - 12 inch SDR 35 P.V.C.

4.10.44.2. Pipe - 12 inch 45° SDR 35 P.V.C.

4.10.44.3. Pipe - 12 inch 90° SDR 35 P.V.C.

4.10.44.4. Pipe - 12 inch cap SDR 35 P.V.C.

4.10.44.5. Pipe - Tee, 12 inch SDR 35 P.V.C.

4.10.44.6. Pipe - 8 inch solid schedule SDR 35 P.V.C.

4.10.44.7. Pipe - 8 inch SDR 35 P.V.C.

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4.10.44.8. Pipe - 8 inch perforated SDR 35 P.V.C.

4.10.44.9. Pipe - 8 inch Tee SDR 35 P.V.C.

4.10.44.10. Pipe - 8 inch screw on cap SDR 35 P.V.C.

4.10.44.11. Pipe - 8 inch solid end cap SDR 35 P.V.C.

4.10.44.12. Pipe - 8 inch 45° SDR 35 P.V.C.

4.10.44.13. Pipe - 8 inch connector SDR 35 P.V.C

4.10.44.14. Pipe - 8 inch 90° SDR 35 P.V.C.

4.10.44.15. Pipe - 8 inch 22½° SDR 35 P.V.C.

4.10.44.16. Pipe – 6 inch solid SDR 35 P.V.C.

4.10.44.17. Pipe – 6 inch perforated SDR 35 P.V.C.

4.10.44.18. Pipe - 6 inch Tee SDR 35 P.V.C.

4.10.44.19. Pipe - 6 inch screw on cap SDR 35 P.V.C.

4.10.44.20. Pipe - 6 inch solid end cap SDR 35 P.V.C.

4.10.44.21. Pipe - 6 inch 45° SDR 35 P.V.C.

4.10.44.22. Pipe - 6 inch connector SDR 35 P.V.C

4.10.44.23. Pipe - 6 inch 90° SDR 35 P.V.C.

4.10.44.24. Pipe - 6 inch 22½° SDR 35 P.V.C.

4.10.45. HDPE Pipe. Cost of pipe shall include the use of a fusing machine when required for assembly.

4.10.45.1. Eighteen (18) inch HDPE shall be DR17 fusible HDPE pipe.

4.10.45.2. Twelve (12) inch HDPE shall be DR17 fusible HDPE pipe.

4.10.45.3. Six (6) inch HDPE shall be DR17 fusible HDPE pipe.

4.10.45.4. Four (4) inch HDPE shall be DR17 fusible HDPE pipe.

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4.10.46. HDPE Pipe Fittings. Cost of fittings shall include the use of a fusing machine when required for assembly.

4.10.46.1. Eighteen (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.

4.10.46.2. Twelve (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.

4.10.46.3. Six (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.

4.10.46.4. Four (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.

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

4.10.47.1. Six (6) inch Stainless Steel Knife Valves

4.10.47.2. Four (4) inch Stainless Steel Knife Valves

4.10.48. Farm Gates shall include delivery to site and installation shall be paid under equipment and labor hours. Shall consist of 16-gauge tubing of 2 inch diameter. Price of gate shall include all hardware needed for installation, including two (2) 6-inch diameter by 8 foot CCA pressure treated wood posts.

4.10.48.1. Four (4) Foot Farm Gate

4.10.48.2. Ten (10) foot Farm Gate

4.10.49. Eighteen (18) foot Pipe Gate shall include delivery to site and installation shall be paid under equipment and labor hours.

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4.10.49.1. Eighteen (18) Pipe Gate shall be fabricated in accordance to the attached drawing and shall be thoroughly cleaned, primed and painted green, utilizing Carboline brand Rustbond FC primer and two to three coats of Carboline brand Carbothane 133 HB paint, or approved equivalents.

4.10.50. Bentonite Sealer shall be sodium bentonite with no additives.

4.10.51. HI-Q Dual Walled Corrugated Culvert must be 20-foot sections. Price per each shall include delivery to site.

4.10.51.1. Twelve (12) inch HI-Q Dual Walled Corrugated Culvert.

4.10.51.2. Eighteen (18) inch HI-Q Dual Walled Corrugated Culvert

4.10.51.3. Twenty-Four (24) inch HI-Q Dual Walled Corrugated

Culvert.

4.10.51.4. Thirty-Six (36) inch HI-Q Dual Walled Corrugated Culvert.

4.10.52. Trash Water Pumps-Mobilization and Demobilization shall be incidental to the hourly rate. Pump must be capable of producing a minimum 75% of the manufacturer’s rated output (gpm) and be operated at the pump motors rated maximum continuous performance for the duration of pumping. Vendor shall also provide a minimum of 100 feet of suction line, a minimum of 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.

4.10.52.1.Three (3) inch Trash Pump must be three (3) inch diameter input and output gas and/or diesel powered with trailer mounting.

4.10.52.2. Two (2) inch Trash Water Pump. must be two (2) inch diameter input and output gas and/or diesel powered.

4.10.53. Trailer Mounted 6-inch Trash Pump.

4.10.53.1. Trailer Mounted 6-inch 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.

4.10.53.2. Set up and breakdown shall be incidental to the hourly rate.

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4.10.53.3. Vendor shall also provide a minimum of 100 feet of suction line, a minimum of 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.

4.10.54. Engineering Fabric for Drainage

4.10.54.1. 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).

4.10.55. Engineering Fabric for Stabilization

4.10.55.1. 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).

4.10.56. Textured HPDE Geomembrane. Price shall include any necessary seaming and delivery to the site

4.10.56.1. Textured HPDE Geomembrane must be Poly-Flex 60 mil.

Roll width may be site dependent.

4.10.57. Laborer

4.10.57.1. Laborer must include basic hand tools i.e. shovel, chainsaw, drill, professional weed trimmer, with minimum 1.4 bhp, et.

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

4.10.57.3. Mobilization and demobilization shall be incidental to the hourly rate.

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

4.10.59. Grout must be provided to consist of one part Portland cement and three parts sand mixed with water to produce workable consistency. Cement

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

4.10.60. Concrete must meet applicable provisions of Section 601 of the WVDOH standard specifications.

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

Transportation of items will be reimbursed under trucking bid item.

4.10.62.Hay bales must be provided on-site, installed and staked per standard OSR technical specifications.

4.10.63. Three (3) foot floating baffle curtains. Price shall include delivery to site and all labor and materials for installation in pond, as required.

4.10.63.1. 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.

4.10.63.2. 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.

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

4.10.64. Five (5) foot Floating baffle curtains. Price shall include delivery to site and all labor and materials for installation in pond, as required.

4.10.64.1. 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.

4.10.64.2. 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.

4.10.64.3. Chain 5/16 inch, heat sealed into bottom, extended out each end to point of anchorage.

4.10.65.Wire Mesh Fencing

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4.10.65.1. 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 equal splices will be used. Where fencing is attached to posts, 1 ½ inch galvanized fence staples will be used.

4.10.66.Fence posts/bracing posts

4.10.66.1. 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.

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

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

5. TRAVEL: Vendor shall be responsible for all mileage and travel costs, including travel time, associated with performance of this Contract. Any anticipated mileage or travel costs may be included in the flat fee or hourly rate listed on Vendor’s bid, but such costs will not be paid by the Agency separately.

6. FACILITIES ACCESS: Performance of Contract Services may require access cards and/or keys to gain entrance to Agency’s facilities. In the event that access cards and/or keys are required:

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

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

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

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

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

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

7. DELIVERY: Inspection of each project will be made by the Director or his authorized 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.

All items must be bid and bid in unit measure specified in the quantity column.

All equipment identified by trade name is interchangeable with an equivalent approved by the Department of Environmental Protection.

7.1. The quantities are applied for bidding purposes only; actual quantities shall be based on work permformed and may be more or less depending on the necessity for maintenance work.

7.2. All equipment used must be in good operable condition at all times and be readily available.

7.3. All materials must have approval from a DEP representative.

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

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

8. REPORTS: The contractor shall provide written work reports on any / all projects at the request of the Director of the Office of Special Reclamation (OSR) or an authorized representative. 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, 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 OSR or approved for use by OSR prior to use and submittal. Work reports will be constructed to illustrate day-to-day activity on the project and provide all required criteria.

9. VENDOR DEFAULT

9.1. The following shall be considered a vendor default under this Contract.

9.1.1. Failure to perform Contract Services in accordance with the requirements contained herein.

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9.1.2. Failure to comply with other specifications and requirements contained herein.

9.1.3. Failure to comply with any laws, rules, and ordinances applicable to the Contract Services provided under this Contract.

9.1.4. Failure to remedy deficient performance upon request.

9.2. The following shall be available to Agency upon default.

9.2.1. Immediate cancellation of the Contract.

9.2.2. Immediate cancellation of one or more release orders issued under this Contract.

9.2.3. Any other remedies available in law or equity.

10. MISCELLANEOUS

10.1. 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:_____________________

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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.

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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.

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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.