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8 10/2014 REVISED PER ADDENDUM NO. 2 SPECIFICATIONS - DETAILED PROVISIONS Section Schedule of Values TABLE OF C O N T E N T S PART 1 - GENERAL SUMMARY PREPARATION SUBMITTAL... 1 PART 2 - EXECUTION SAMPLE SCHEDULE OF VALUES... 2
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10 Schedule of Values SECTION SCHEDULE OF VALUES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Preparation, format, and submittal of Schedule of Values. B. The Schedule of Values will establish unit prices for individual items of work. C. The Schedule of Values will be the basis for payment of contract work and will be used to establish payment for any extra work i.e., work requested which is beyond the scope of the original contract PREPARATION A. Prepare satisfactory Schedule of Values identifying costs of items of work shown in sample included at the end of the Section. B. Assign unit prices to items of work and calculate total prices, which aggregate the Contract Price. Base unit prices on costs associated with scheduled activities for each item of work. For any bid item broken down into unit prices, Contractor shall verify that the unit cost of the items does not extend beyond two decimal places and that the unit cost when multiplied by the unit quantity equals the exact bid item value with no remainder SUBMITTAL A. Submit preliminary Schedule of Values at the preconstruction meeting to the District for review and approval. DO NOT SUBMIT THE SCHEDULE OF VALUES WITH YOUR BID PACKAGE. B. Submit corrected Schedule of Values within ten (10) days upon receipt of reviewed or rejected Schedule of Values for approval by the District. C. Upon request, support prices with data which will substantiate their correctness.
11 Schedule of Values PART 2 - EXECUTION 2.01 SAMPLE SCHEDULE OF VALUES The following is a sample and acceptable form for Schedule of Values. The District may request additional detail as necessary to adequately represent the Scope of Work. The contractor may provide an additional breakdown of any of the items listed below. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND ITEMS OF WORK PRIOR TO SUBMITTAL. SCHEDULE OF VALUES Item No. Qty Unit Description Unit Cost Total Cost 1 1 LS Mobilization and Approved: Bonds, Insurance, and Schedule of Values Preset 128, LS Earthwork for odor control system pad preparation 3 1 LS Biotrickling filter system 4 1 LS Activated carbon unit 5 1 LS FRP pipes, fittings, and supports 6 1 LS FRP fans and enclosure 7 1 LS Concrete base, pad, and foundation 8 1 LS Demister and degreaser 9 1 LS FRP dampers, flow conditioner, check valve, and flexible connectors 10 1 LS Water supply system, including brackish water and potable water 11 1 LS Process drain system 12 1 LS Electrical, instrumentation, and controls 13 1 LS Pump discharge pipes, fittings, and supports 14 1 LS Pump discharge air release and check valves 15 1 LS Wet well lining repair
12 Schedule of Values Item No. Qty Unit Description Unit Cost Total Cost 16 1 LS Wet well fugitive foul air control during construction SF Wet well concrete repair in accordance with SC-36 (Additive Bid Item No. A1) 18 1 LS Tanks, pipes, equipment, and accessories coating 19 1 LS Demolition, salvage, and disposal 20 1 LS Replace existing hatches as described in SC-45 (Additive Bid Item No. A2) 21 1 LS Remove existing portable pump from East Wetwell (Additive Bid Item No. A3) 22 1 LS Replace existing guardrails (Additive Bid Item No. A4) TOTAL (MUST EQUAL BID AMOUNT) DO NOT SUBMIT THE SCHEDULE OF VALUES WITH YOUR PROPOSAL PACKAGE END OF SECTION 01026
13 [PAGE LEFT INTENTIONALLY BLANK] Schedule of Values
14 Handrailing, Guardrailing, and Ladders Section SECTION HANDRAILING, GUARDRAILING, AND LADDERS PART 1 - GENERAL 1-1. SCOPE. This section covers the design, fabrication and installation of handrailing, guardrailing, and ladders fabricated from metal or fiberglass shapes. Concrete and masonry anchorage systems, and structural and miscellaneous metals are covered in other sections. All guardrailing shall be three rail guardrail GENERAL. Fabricated items which are indicated on the Drawings but not mentioned specifically herein shall be fabricated in accordance with the applicable requirements of this section SUBMITTALS. Complete data, detailed drawings, and setting or erection drawings covering all materials shall be submitted in accordance with the Submittals Procedures section. Each separate piece shall be marked. Drawings and submittals shall be sealed by a professional engineer registered in the state of the project. Data shall be submitted to certify that all railings and ladders meet all applicable requirements of the codes as specified herein and the Specifications and Drawings. Engineer may request copies of all supporting calculations Samples. Samples shall be submitted to indicate finishes. Samples of each type of fitting required to complete the installation shall also be submitted Colors. Where color selections are required, color charts shall be submitted showing the full range of available colors. Procedures for selecting colors shall be in accordance with the General Conditions DELIVERY, STORAGE, AND HANDLING. Shipping shall be in accordance with the Product Delivery Requirements section. Handling and storage shall be in accordance with the Product Storage and Handling Requirements section. PART 2 - PRODUCTS 2-1. GENERAL. Railing systems and ladders shall be designed and fabricated by companies normally engaged in the manufacture of such systems. Railing products of like materials shall be from a single supplier and the installed systems shall have a uniform appearance throughout the project. Ladders may be from another supplier. Unless indicated otherwise on the Drawings, ladders in proximity with guardrailing shall be of the same material, style, and finish as the guardrailing.
15 Handrailing, Guardrailing, and Ladders Section For metal railing systems, at Contractor's option, handrailing and guardrailing shall be either shop fabricated welded systems or prefabricated nonwelded systems designed for field assembly. Welded railing systems shall be fabricated from pipe and accessories by metal fabricators experienced in designing and fabricating welded railing PERFORMANCE AND DESIGN REQUIREMENTS Railing System Design Criteria. All railing systems shall be designed and fabricated in compliance with the most stringent requirements of the applicable local building code, OSHA 29 CFR Part 1926 Subpart R, and all other pertinent OSHA regulations and local safety regulations. In case of conflicting requirements the more stringent requirements shall be applicable. At a minimum, guardrailing and handrailing shall be designed to withstand a uniform load of 50 lbs per foot applied in any direction at the top, and a concentrated load of 200 lbs applied in any direction at any point along the top. The uniform load and the concentrated load need not be assumed to act concurrently. The design load shall be transferred through the entire railing system and its support to the structure. Intermediate rails, including balusters on picket-type systems, shall be designed to withstand a horizontally applied normal load of 50 lb on an area not to exceed 12 inches by 12 inches including openings and space between rails. The load shall be located so as to produce the maximum effects. Reactions due to this loading are not required to be superimposed with the loads specified for the top rail and handrail in the preceding paragraph. An allowable stress increase of 1/3 shall not be incorporated into the design of any part of the railing system. Maximum spacing for railing posts shall be 6 feet Steel Rails. Not used Aluminum Rails. Handrails and guardrails shall be fabricated from 1-1/2 inch ID aluminum pipe Fiberglass Rails. Handrails shall be fabricated from 1-1/2 inch minimum fiberglass reinforced pultruded square tube. Guardrails shall be fabricated from 1-3/4 inch minimum fiberglass reinforced pultruded square tube Kickplate. Kickplates shall be 4 inches high and shall be fabricated from similar materials as the railing. Kickplates shall clear the walking surface by 1/4 inch.
16 Handrailing, Guardrailing, and Ladders Section Fasteners. Unless noted otherwise, all fasteners shall be stainless steel. Where galvanized bolts are indicated on the Drawings or specified, the use of zincplated bolts will not be acceptable. Metal railings shall be fastened to fittings with through bolts or flush set screws; glued or pop riveted connections are not permitted. Fiberglass railings shall be connected with epoxy bonded connections in accordance with the manufacturer's standard details. Fastener details shall be indicated on the submittal drawings Guarding of Openings. Openings in railing shall be guarded by self-closing gates in accordance with OSHA Removable Guardrail. Removable guardrail sections shall be designed so that each section has at least two, but not more than three posts Expansion Control. Guardrailing in outdoor locations shall have slip joints at least every 60 feet and at all concrete expansion joints to permit expansion and contraction. The gap at each slip joint shall be not less than 1/4 inch Mounting to Structure. Handrailing and guardrailing shall be mounted to structures as indicated on the Drawings. If mounting details are not indicated, railing posts shall be surface mounted with base flanges or side mount brackets secured to concrete by stainless steel adhesive anchors. Bolt sizes and pattern shall be as needed for the mounting device. Aluminum railing surrounding the wet well shall utilize existing railing post sleeves. Railing mounted to FRP vessels shall be mounted per the manufacturer s recommendations Ladders. Ladders shall be designed to meet the requirements of OSHA Section and ANSI-A14.3. Ladders shall be mounted to structures as indicated on the Drawings. If mounting details are not indicated, bracket connectors shall be stainless steel bolts when attached to structural steel or stainless steel adhesive anchors when attached to concrete or masonry. Ladders mounted to FRP vessels shall be mounted per the manufacturer s recommendations ACCEPTABLE MANUFACTURERS. Metal railing shall be Moultrie Wesrail, Universal Uni-Rail, Thompson TUF Rail System, Julius Blum & Co Connectorail, or equal. Fiberglass rail and ladder shall be Fibergrate Composite Structures Dynarail, Strongwell Safrail, or equal. Metal ladders shall be Alaco Series 500, Thompson TUFLadder, or equal MATERIALS.
17 Handrailing, Guardrailing, and Ladders Section Aluminum Systems Pipe Shapes and Plates Fittings, Welded Fittings, Non-welded Assembly Bolts, Nuts, Washers, and Fasteners Fiberglass Systems Tube Kickplate Aluminum ASTM B429, Alloy 6061-T6, Schedule 40 minimum thickness. Aluminum ASTM B308, Alloy 6061-T6 for Shapes. ASTM B209, Alloy 6061-T6 for Plates. Angles, offsets, tees, ells, crosses, caps for aluminum, ASTM B429, Alloy 6063-T6, Schedule 40 minimum thickness. Manufacturer's standard component fittings, extruded sections, ASTM B221, Alloy 6063-T5 or T6. Stainless steel. Fiberglass reinforced pultruded square tube with surfacing veil and UV inhibitors in vinyl ester resin, ASTM E-84 flame spread of 25 or less. Fiberglass reinforced pultruded corrugated plate with surfacing veil and UV inhibitors in vinyl ester resin, ASTM E-84 flame spread of 25 or less. Hardware Manufacturer s standard, AISI Type 316 stainless steel. UV Protective Coating Steel Pipe Sleeves Outer Sleeves Manufacturer s standard, polyurethane. Black steel pipe, Schedule 40. Hot-dip galvanized after fabrication. Removable Post Inner PVC tube, Schedule 40. Sleeves Plastic Pipe Sleeves PVC tube, Schedule 40. Post Setting Cement Minwax "Super Por-Rok Cement" or BASF Set Products Division "Set 45".
18 Handrailing, Guardrailing, and Ladders Section Ladder Fall Prevention Devices Anchor Bolts to Prime Painted Steel Anchor Bolts to Concrete or Masonry Shop Coatings Universal Primer Red Oxide Primer Epoxy Enamel Asphalt Varnish Anodic Finish OHSA approved fall prevention device with harness. ASTM High Strength bolts, nuts, and washers in accordance with the Structural and Miscellaneous Metals section. Stainless steel adhesive anchors in accordance with the Anchorage in Concrete and Masonry section. Ameron "Amercoat 385 Epoxy", Carboline "Rustbond", or Tnemec "Series 27 F.C. Typoxy." SSPC 15, Type 1, or Fed Spec TT-P-636. Gray; Ameron "Amerlock 400 High-Solids Epoxy Coating", Carboline "Carboguard 891", or Tnemec "Series N140 Pota-Pox Plus". Fed Spec TT-C-494. AA-M10C22A41, clear unless otherwise required FABRICATION. Unless otherwise indicated on the Drawings, all railings provided under this section shall be of the same type and design Welded Metal Railings. All angles, offsets, or other changes in alignment in welded pipe railings shall be made with railing ells and welded connectors. Welded joints shall be flush type. Railings shall be smooth, with all projecting joints and sharp corners ground smooth. Members shall be neatly coped and continuously welded or mechanically connected at all junctions. Top rails shall run continuously over posts. All rails and posts shall be in the same plane and shall not be offset. All welding shall be done neatly and substantially by a process (e.g., TIG or MIG) producing a smooth weld. All weld spatter and burrs shall be removed, and all welds shall be thoroughly brushed with a stainless steel power wire brush. Field joints shall be made with a splice-lock connector which shall provide a firm, permanent connection. The connector shall mechanically draw the railing sections together to form tight, hairline joint Fiberglass Railings. Fiberglass handrails and guardrails shall be fabricated into finished sections of the configurations indicated on the Drawings by fabricating and joining fiberglass tube shapes using molded connectors and pultruded components
19 Handrailing, Guardrailing, and Ladders Section epoxy bonded and connected as recommended by the railing manufacturer. Where kickplates are indicated, the kickplates shall be attached to the railing posts with stainless steel or nylon fasteners. Top rails shall run continuously over posts. All rails and posts shall be in the same plane and shall not be offset Guarding of Openings. Openings in railing shall be guarded by self-closing gates. Self-closing gates shall be fabricated of the same materials with the same finish as the guardrailing. The closure device shall be Manufacturer's standard Sleeves. The existing railing post sleeves shall be re-used for railing surrounding the wet well. Contractor shall field verify diameter and depth of existing sleeves and provide railing posts that fit within the existing sleeves to the full depth Ladders. Ladders, safety cages or climbing devices, and rest platforms shall be provided as indicated on the Drawings and the Specifications. Ladder rails intersecting guardrailing shall be configured to provide an aesthetically pleasing transition, although ladder rails need not be physically attached to the guardrailing. There shall be no gaps between ladder rails and adjacent guardrailing that would allow passage of a sphere greater than 4 inches in diameter. Railing gaps at ladders shall be protected by selfclosing gates. All necessary brackets, bolts, and anchors shall be provided for installing the ladders COATING Ungalvanized Steel. Not used Aluminum. All surfaces of aluminum which will be in contact with concrete shall be coated with epoxy enamel. All surfaces of aluminum which will be in contact with dissimilar metals shall have a 15 mil thick sheet of oriented polyester film placed between the two surfaces. All aluminum railings shall be provided with a clear anodic finish Stainless Steel. Not used Fiberglass. All fiberglass materials in outdoor locations shall be coated for UV protection. Railing color at the wet well shall be gray. Railing color for the biotrickling filter and activated carbon unit shall be as specified in the equipment sections Other Surfaces. Shop coating of galvanized steel or stainless steel surfaces will not be required.
20 Handrailing, Guardrailing, and Ladders Section PART 3 - EXECUTION 3-1. INSTALLATION. When railings and ladders are assembled, all posts shall be plumb and longitudinal members shall be parallel with each other and with the floor surface or slope of stairs. In any section or run of railing, the center lines of all members shall be in true alignment, positioned in the same vertical plane. All posts in fixed handrail sections and all ladders shall be rigidly attached to the supporting structure. After installation, railings and ladders shall be checked for final alignment, using a tightly drawn wire for reference. The maximum misalignment tolerance for railings shall be 1/8 inch in 12 feet. Bent, deformed, or otherwise damaged installations shall be replaced. Cut or drilled fiberglass pieces shall be sealed with catalyzed resin in accordance with the fiberglass manufacture s recommendations Attachment to Concrete. Existing railing post sleeves shall be reused as indicated herein. The position of the existing sleeves shall be carefully measured before railings are fabricated Attachment to Steel or Aluminum. Attachments to steel or aluminum shapes shall be made with flanges or with other special attachments or anchorages as detailed on the Drawings Connections. Welding connectors and splice locks shall be installed in accordance with the manufacturer's recommendations. Other methods of making connections and changes in alignment will be considered, provided complete information covering the proposed method is submitted to Engineer for review. End of Section
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