The file's text, extracted by GovTribe without its formatting.
EXHIBITS
EXHIBIT A-1 AREA MAP
EXHIBIT A-2 EXAMPLE AS-BUILT INDIVIDUAL & COMMUNITY SERVICES
EXHIBIT A-3 EXAMPLE AS-BUILT INDIVIDUAL WATER & SEWER SYSTEM
EXHIBIT A-16 LOW PRESSURE DOSED DRAINFIELD TRENCH W/ GRAVEL
EXHIBIT A-17 INFILTRATOR CHAMBER PRESSURE DOSING OPTIONS
EXHIBIT A-18 LOW PRESSURE DOSING – INFILTRATOR CHAMBERS
EXHIBIT A-49 CURTAIN DRAIN DETAIL
EXHIBIT M-10 PROTECTION POST
EXHIBIT M-11 OSHA STANDARD NOTE
EXHIBIT M-12 ABBREVIATIONS
EXHIBIT M-13 SYMBOLS
EXHIBIT M-14 GENERAL NOTES
EXHIBIT M-15 TRAFFIC CONTROL NOTES
EXHIBIT S-06 SEWER MAIN CLEANOUT
EXHIBIT S-10 SEWER SERVICE CLEANOUT
EXHIBIT S-11 SEWER SERVICE CONNECTION
EXHIBIT S-12 SEWER SERVICE SADDLE
EXHIBIT ST-01 CONCRETE SEPTIC TANK
EXHIBIT ST-02 SEPTIC TANK FILTER DETAIL
EXHIBIT ST-03 CHAMBER DRAINFIELD
EXHIBIT ST-04 CHAMBER DRAINFIELD DETAIL
EXHIBIT ST-05 CHAMBER DRAINFIELD ON SLOPE WITH DISTRIBUTION BOX
EXHIBIT ST-10 PUMP CHAMBER
EXHIBIT ST-11 MOUND SYSTEM – PROFILE
EXHIBIT ST-12 MOUND SYSTEM – ISOMETRIC
EXHIBIT T-01 TRENCH DETAIL
EXHIBIT T-02 TRENCH IN ROADWAY
EXHIBIT T-03 PAVEMENT CUT
EXHIBIT T-04A THRUST BLOCK – GENERAL
EXHIBIT T-04B THRUST BLOCK – VALVE AND VERTICAL
EXHIBIT T-06 RESTRAINED PIPE
EXHIBIT T-07 PIPELINE ENCASEMENT
EXHIBIT T-08 CONCRETE ENCASEMENT
EXHIBIT T-09 TRACER WIRE
EXHIBIT T-11 SILT FENCE DETAIL
EXHIBIT T-12A EROSION FIBER LOG DETAIL
EXHIBIT T-12B EROSION FIBER LOG DETAIL – ALTERNATE
EXHIBIT T-13 EROSION FIBER LOG INSTALLATION
EXHIBIT T-14A FIBER LOG OR GRAVEL BAG CHECK DAM
EXHIBIT T-15 CULVERT OR DRAINAGE INLET – SEDIMENT BARRIER
EXHIBIT W-01 GATE VALVE AND BOX
EXHIBIT W-03 FIRE HYDRANT DRY BARREL
EXHIBIT W-04 FLUSH HYDRANT
18-235-SOL-00010 Attachment # 2
EXHIBIT W-06 COMBINATION AIR VALVE
EXHIBIT W-10 WATER SERVICE CONNECTION WITH METER
EXHIBIT W-11 WATER SERVICE CONNECTION WITH CURB STOP
EXHIBIT W-12 HOUSE CONNECTION WITH YARD HYDRANT
EXHIBIT W-20A SPRING DEVELOPMENT BOX VERTICAL
EXHIBIT W-20B SPRING DEVELOPMENT BOX LATERAL
EXHIBIT W-21 WATER COLLECTION SCREEN
EXHIBIT W-22 INDIVIDUAL ROUGHING FILTER
EXHIBIT W-23 INDIVIDUAL SLOW AND FILTER
EXHIBIT W-24 INDIVIDUAL WATER STORAGE TANK
EXHIBIT W-25 INDIVIDUAL CHLORINATION BOX
EXHIBIT W-26 INDIVIDUAL UV DISINFECTION SYSTEM
EXHIBIT WE-11 SUBMERSIBLE PUMP FOR INDIVIDUAL WELL
EXHIBIT WE-12 WATER PRESSURE SYSTEM DETAIL – PLAN
EXHIBIT WE-13 WATER PRESSURE SYSTEM DETAIL – PROFILE
EXHIBIT WE-14 WATER PRESSURE SYSTEM W BOOSTER PUMP – PLAN
EXHIBIT WE-15 WATER PRESSURE SYSTEM W BOOSTER PUMP – PROFILE
EXHIBIT WE-16 WATER SYSTEM ELECTRICAL SCHEMATIC
| AFO Req Contract Package 2018 FINAL.pdf |
| FAR Checklist |
| Funds Avail Memo |
| Engineers_Estimate_AFO-2018-2020 |
| 1 - Req May 2018 |
| 2 - Liquidated Damages |
| 3 - DO Performance Time Form 2018 |
| 4- Suggested Bidders |
| 5- Bid Schedule_AFO-2018-2020 |
| 6- Special Provisions |
| 1. Bid Schedule |
| 2. Written bidding instructions. |
| 3. Encroachment Permit by Authorized Authority |
| 4. Special Provisions. |
| 5. Standard General Provisions. |
| 6. Submittals. |
| 7. Technical Specifications. |
| 8. Drawings. |
| 9. Exhibits |
| A. Execute Work by methods to minimize raising dust from construction operations. |
| B. Provide positive means to prevent air-borne dust from dispersing into atmosphere. |
| C. Water using water truck on a regular basis, as directed by the project engineer, to prevent air-borne dust. Do not allow water to drain to stream or other drainage. |
| 7- Contract Submittals Document Revised |
| 8- Technical Specs Index |
| 1. TECHNICAL SPECIFICATIONS |
| 9 - Technical Specifications FINAL |
| 011190 Revisions to Standard Specifications |
| PART 1 GENERAL |
| 1.1 SUMMARY |
| A. Section Includes: |
| 1. Revisions or amendments to standard specifications. |
| 2. Changes to product requirements. |
| 3. Changes to execution requirements. |
| B. Related Sections: |
| 1. Section 33 05 17 – Precast Concrete Valve Vaults and Meter Boxes. |
| 2. Section 33 11 13 – Water Distribution Mains. |
| 3. Section 33 12 13 – Water Service Connections. |
| 4. Section 33 13 00 – Disinfection of Water Distribution. |
| 5. Section 33 36 00 – Septic Tank Systems. |
| PART 2 PRODUCTS |
| Add to Section 33 11 13 – Water Distribution Mains: |
| 2.7 CASING PIPE MATERIALS |
| A. Steel Casing Pipe: ASTM A53, 35,000 psi minimum yield strength, minimum wall thickness of 0.25 inch, full circumference welded joints in accordance with AWS D1.1 to withstand excavation forces. |
| 2.8 GROUT MATERIALS |
| A. Fill and Seal Grout at Pipe Ends: Concrete grout fill as specified in Section 03 30 00. |
| 2.9 ACCESSORIES |
| A. Supports and Insulators: |
| 1. Plastic: Polyethylene casing insulator band and skids with stainless steel bolts. Circumferential runners or rollers may be approved to ease in pulling carrier pipe through casing pipe. Redwood skids may be acceptable with Engineer approval. |
| 2. Alternate Seal at Pipe Ends: In lieu of concrete grout fill, pipe ends may be sealed with synthetic neoprene rubber molded end seals with stainless steel bands. APS Advance Model AM or equal. |
B. Steel Strapping: ASTM A36.
| Add to Section 33 12 13 – Water Service Connections |
| 2.5 WATER METERS |
| D. Meter: Brass body turbine meter with magnetic drive register. |
| 1. Service: Cold water, 122 degrees F. |
| 2. Maximum flow: 30 gpm. |
| 3. Maximum operating pressure: up to 150 psi. |
| 4. Accuracy: 1-1/2 percent. |
| 5. Nominal size; ¾ inch, unless otherwise noted. |
| 6. Units: cubic feet. |
| E. Electronic Reading Transmitter (ERT), where specified. |
| 1. Shall be compatible with water system’s existing automated meter reading (AMR) system. |
| 2.6 BALL VALVES |
| A. 2 inches and Smaller: Brass body, lead free, full port, teflon coated brass ball, rubber seats and stem seals, Tee stem pre-drilled for control rod, IPS inlet end, IPS outlet, with control rod, extension box and valve key. |
| 2.11 YARD HYDRANT |
| A. ¾ inch inlet and outlet: Lead free, frost-proof. Simmons 800SB Deluxe Frost-Proof Yard Hydrant, or equal. |
| 1. Backflow preventer shall be installed on outlet. |
| Add to Section 33 36 00 – Septic Tank Systems |
| 2.1 SEPTIC TANK |
| A. Product Description: |
| 1. Concrete Septic Tank: Reinforced precast concrete construction, 4,000 psi 28-day minimum strength, concrete partitioned chambers, minimum 2 concrete lids with lift rings, inlet inspection hole, inlet turned down minimum 12 inches below effluent lev... |
| 2. Fiberglass or Polyethylene Septic Tank: IAPMO certified, fiberglass or polyethylene construction (as specified in Bid Schedule), two compartments with 2/3 upstream and 1/3 downstream, 2 manholes over tank inlet and outlet, inlet inspection hole, in... |
| 3. Tank Capacity: as specified in Drawings and bid schedule. |
| 4. Traffic Rating: as specified in Drawings. 5,000 psi 28-day minimum strength for concrete tanks. |
| 5. Effluent filter: required unless otherwise noted in Drawings. |
| PART 3 EXECUTION |
| Add to Section 33 05 17 – Precast Concrete Valve Vaults and Meter Boxes: |
| 3.3 VAULT AND METER BOX BEDDING |
| E. Install filter fabric per Drawings |
| Add to Section 33 13 00 – Disinfection of Water Distribution: |
| 3.3 FIELD QUALITY CONTROL |
| B. Disinfection, Flushing and Sampling: |
| 5. If test fails, Contractor shall repeat disinfection and testing process in accordance with AWWA until test is successful. All repeat testing shall be done at Contractor’s expense. |
| Add to Section 33 11 13 – Water Distribution Mains: |
| 3.14 CARRIER PIPE INSTALLATION |
| A. Clean, inspect, and handle pipe in accordance with Sections 33 11 13 and 33 11 16. |
| B. Place carrier pipe in accordance with Section 33 11 13 and 33 11 16. Exercise care to prevent damage to pipe joints when carrier pipe is placed in casing. |
| C. Support pipeline within casing so no external loads are transmitted to carrier pipe. Attach supports to barrel of carrier pipe; do not rest carrier pipe on bells. |
| D. Grout ends of casing to seal. |
| 012000 Price and Payment Procedures |
| PART 1 GENERAL |
| 1.1 SECTION INCLUDES |
| A. Schedule of values. |
| B. Applications for payment. |
| C. Change procedures. |
| D. Defect assessment. |
| E. Unit prices. |
| F. Alternates. |
| 1.2 SCHEDULE OF VALUES |
| A. Submit printed schedule on standard form included in Contract. Contractor's standard form or electronic media printout will be considered if no such form is included in the Contract, or with permission from Engineer. |
| B. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. |
| C. Include in each line item, amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for each item. |
| D. Revise schedule to list approved Change Orders, with each Application For Payment. |
| 1.3 APPLICATIONS FOR PAYMENT |
| A. Submit one copy of each application on standard form included in contract. |
| B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. |
| C. Payment Period: Submit at intervals stipulated in the Agreement. |
| D. Submit with transmittal letter as specified for Submittals in Section 35T01 33 00 - Submittal Procedures35T36T. |
| E. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include Engineer requested items with Application for Payment. Some examples of the types of information that may be requested: |
| 1. Current construction photographs as specified. |
| 2. Partial release of liens from major subcontractors and vendors. |
| 3. Record documents as specified, for review by Owner which will be returned to Contractor. |
| 4. Affidavits attesting to off-site stored products. |
| 5. Construction progress schedules, revised and current as specified. |
| 1.4 CHANGE PROCEDURES |
| A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. |
| B. The Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on standard form included in Contract. |
| C. The Engineer may issue a Notice of Change including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requ... |
| D. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with... |
| E. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under Work Directive Change. Cha... |
| F. Work Directive Change: Engineer may issue directive, on standard form included in Contract, signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in th... |
| G. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation. |
| H. Change Order Forms: as included in Contract. |
| I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. |
| J. Correlation of Contractor Submittals: |
| 1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price. |
| 2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. |
| 3. Promptly enter changes in Project Record Documents. |
| 1.5 DEFECT ASSESSMENT |
| A. Replace the Work, or portions of the Work, not conforming to specified requirements. |
| B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Owner will direct appropriate remedy or adjust payment. |
| C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner. |
| D. Defective Work will be partially repaired to instructions of Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Owner. |
| E. Individual specification sections may modify these options or may identify specific formula or percentage sum/price reduction. |
| F. Authority of Owner to assess defects and identify payment adjustments, is final. |
| G. Non-Payment for Rejected Products: Payment will not be made for rejected products for any of the following: |
| 1. Products wasted or disposed of in a manner that is not acceptable. |
| 2. Products determined as unacceptable before or after placement. |
| 3. Products not completely unloaded from transporting vehicle. |
| 4. Products placed beyond lines and levels of required Work. |
| 5. Products remaining on hand after completion of the Work. |
| 6. Loading, hauling, and disposing of rejected products. |
| 1.6 UNIT PRICES |
| A. Authority: Measurement methods are delineated in individual specification sections. |
| B. Measurement methods are delineated in Section 012700, Measurement and Payment. In event of conflict, requirements of Section 012700 govern. |
| C. Take measurements and compute quantities. Engineer, Owner, or a designated representative will verify measurements and quantities. |
| D. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes only. Actual quantities provided and approved shall determine payment. |
| 1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted. |
| 2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim for Contract Price adjustment. |
| E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of item of the Work; overhead and profit. |
| F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work. |
| G. Measurement Of Quantities: |
| 1. Weigh Scales: Inspected, tested and certified by applicable state Weights and Measures department within past year. |
| 2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle. |
| 3. Metering Devices: Inspected, tested and certified by applicable State department within past year. |
| 4. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight. |
| 5. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness. |
| 6. Measurement by Area: Measured by square dimension using mean length and width or radius. |
| 7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord. |
| 8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work. |
H. Unit Price Schedule: (See Agreement)
| 1.7 ALTERNATES |
| A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in Owner-Contractor Agreement. |
| B. Coordinate related work and modify surrounding work. |
| C. Schedule of Alternates: (See Bid Form included in Contract) |
| PART 2 PRODUCTS - Not Used |
| PART 3 EXECUTION - Not Used |
| 012700 Measurement and Payment |
| MEASUREMENT AND PAYMENT |
| A. Work covered by this section includes method of measurement and basis of payment for all divisions included. |
| B. Payment for the various items of the Bid Schedules, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation,... |
| C. Respective prices and payment shall constitute full compensation for all work completed including incidentals. |
| D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor. |
| E. No payment shall be made for mobilization and demobilization of equipment, unless it is explicitly included as a bid item. |
| F. The Contractor, in case of unit-price items measured for payment, shall be paid for the actual amount of Work accepted and for the actual amount of materials in place, as shown by final measurement. Plan quantity items shall be paid for at the uni... |
| G. The Contractor, in case of lump sum amounts, or by plan quantities, shall be paid for the percentage of the work item completed as determined by the Engineer. |
| H. All units of measurement shall be standard United States convention as applied to the specific items of Work by tradition and as interpreted by the Engineer. |
| A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used: (1) as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted. |
| B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for ... |
| C. The payment of any partial estimate or of any retained percentage in no way shall affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damage due to such defects. |
| A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the project Engineer. |
| B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the drawings, specifications, and other contract documents. |
| A. When alterations in the quantities of work are ordered and performed, the Contractor shall accept payment in full at the Contract price for the actual quantities of Work done. No allowance will be made for anticipated profits. |
| A. Should any items contained in the Bid Form be found unnecessary for the proper completion of the Work contracted, the Engineer may eliminate such items from the Contract, and such action shall in no way invalidate the Contract, and no allowance wil... |
| A. Partial payments shall be made monthly as the work progresses. All partial invoices and payments shall be subject to the provisions of the General and Supplementary Conditions. |
| A. When requested by the Contractor and at the discretion of the Engineer, payment may be made for all or part of the value of acceptable, non-perishable materials and equipment which are to be incorporated into Bid Items, have not been used and have ... |
| B. No partial payment shall be made upon fuels, supplies, lumber, false work, or other materials, or on temporary structures of any kind that are not a permanent part of the Contract. |
| A. The Engineer will make, as soon as practicable after the entire completion of the project, a final quantity invoice of the amount of the Work performed and the value of such Work. The Contracting Officer shall make final payments of the sum found ... |
| A. Incidental work items for which separate payment will not be made includes the following items, unless explicitly included as a bid item. This is not a complete and comprehensive list – see other Technical Specifications for more information: |
| 1. Pre-Construction photographs. |
| 2. Project record documents |
| 3. Traffic control plan and traffic regulation. |
| 4. Signs. |
| 5. Clean up and restoration of property. |
| 6. Restoration of fences and other structures. |
| 7. Cooperation and coordination with other contractors and utility companies. |
| 8. Utility crossings and relocations, unless otherwise paid for. |
| 9. Temporary utility service to buildings, as required to maintain service during construction. |
| 10. Minor Items – such as relocation of sign posts, guard rails, rock wall, mail boxes, curbs, traffic loop detectors, pavement markings, etc., damaged as a result of construction activities. |
| 11. Trench boxes, steel and/or wood sheeting as required, including that left in place. |
| 12. Maintenance of all existing water flows and repair of existing water pipes. |
| 13. Dust control. |
| 14. Erosion control. |
| 15. Clearing, grubbing, and stripping. |
| 16. Loaming, seeding, grading, liming, fertilizing, mulching, and watering. |
| 17. Routine flagman services. |
| 18. Construction schedules, bonds, insurance, shop drawings, warranties, guarantees, certifications, and other submittals required by the Contract Documents. |
| 19. Repair and replacement of water lines, culverts, under-drains, rock lined drainage trenches in streets and other utilities damaged by construction activities and corresponding proper disposal of removed materials unless otherwise paid for. |
| 20. Weather protection. |
| 21. Permits not otherwise paid for or provided by the Owner. |
| 22. Visits to the project site or elsewhere by personnel or agents of the Contractor, including manufacturer’s representatives, as may be required. |
| 23. Mobilization and demobilization. |
| 24. Excavation including the test pits specifically shown or ordered by the Engineer to establish underground utility locations. |
| 25. Contract administration and insurance. |
| 26. Test pits to establish in place field soils density, groundwater conditions, or requirements for de-watering. |
| 27. Pipe markings. |
| 28. Construction Trailer. |
| A. The following sections describe the measurement of and payment for the Work to be done under the respective items listed in the Bid Form. |
| B. Each unit or lump sum price stated in the Bid Form shall constitute full compensation, as herein specified, for each item of the Work completed. |
| SECTION 01 27 00: MEASUREMENT AND PAYMENT |
| A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. The following item is an exception, provided it is listed in the Bid Schedule. |
| B. Buried Electrical Cable: |
| 1. Basis of Measurement: By linear foot, at the wire gauge specified in Bid Schedule. |
| 2. Basis of Payment: Includes cable, conduit/raceway, boxes, materials, connections, excavation, backfilling, compaction, delivery, handling, installing and as-builts. |
| A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. The following items are exceptions, provided they are listed in the Bid Schedule. |
| B. Imported Pipe Embedment: |
| 1. Basis of Measurement: By cubic yard, only when separate payment is provided in Contract, or as approved by Engineer, to the nearest 0.1 cu.yd. |
| 2. Basis of Payment: Includes supplying aggregate materials, delivery, stockpiling, placement and compaction. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or speci... |
| C. Imported Structural Fill: |
| 1. Basis of Measurement: By cubic yard, only when separate payment is provided in Contract, or as approved by Engineer, to the nearest 0.1 cu.yd. |
| 2. Basis of Payment: Includes supplying aggregate materials, delivery, stockpiling, placement and compaction. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or speci... |
| D. Cement Slurry Fill: |
| 1. Basis of Measurement: By cubic yard, only when separate payment is provided in Contract, or as approved by Engineer, to the nearest 0.1 cu.yd. |
| 2. Basis of Payment: Includes furnishing materials, forming, mixing and placing where required, and curing. Quantity for payment shall not exceed the quantity derived from calculating compacted, in-place volume, as shown on plans, drawings, or specifi... |
| E. Potholing: |
| 1. Basis of Measurement: By the hour, to the nearest half hour, only where approved by Engineer in advance. |
| 2. Basis of Payment: Includes excavating, backfilling, compacting, site clearing and restoring site to its original condition. |
| F. Soils Test – Compaction: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes proctor test and 3 on-site verifications of density by either nuclear density or other approved methods. |
| A. Rock Removal: |
| 1. Basis of Measurement: By cubic yard, rounded to the nearest 0.1 cubic yard. |
| 2. Basis of Payment: Includes preparation of rock for removal, explosive or mechanical disintegration of rock (if required), removal from position, loading and removing from site. For over excavation, payment will not be made for over excavated work n... |
| A. Asphalt Paving: |
| 1. Basis of Measurement: By square yard of finished asphalt paving. |
| 2. Basis of Payment: Includes saw cutting, removal, and disposal of existing pavement; supplying and stockpiling aggregate; scarifying substrate surface; placing, and compacting subbase priming surfaces; tack coating surfaces; furnishing, placing, com... |
| A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. |
| A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. |
| A. PVC Water Main: |
| 1. Basis of Measurement: By the linear foot for each pipe material and diameter in Bid Schedule. |
| 2. Basis of Payment: Includes hand trimming, excavation, piping and fittings, bedding, pipe markers, tracer wire, warning tape, concrete thrust restraints, accessories, connections to public utility water source and piping, backfilling, compaction, di... |
| B. Connection to Existing Water Main: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavation, connection to water utility, hot tap (where possible), saddle, fittings, coordination of system downtime, notification to local utility, disinfection, testing, compaction, as-builts, fittings and accessories. |
| C. Steel Pipe Encasement (6 inch): |
| 1. Basis of Measurement: By linear foot measured on invert of encasement pipe from face to face of encasement pipe. |
| 2. Basis of Payment: Includes excavation, hand trimming, encasement pipe, fittings, grout, accessories, tests, backfilling, skids, marker posts, as-builts, site cleanup and appurtenances. Carrier pipe (water or wastewater conveyance) shall be paid thr... |
| A. Gate Valve and Box: |
| 1. Basis of Measurement: By the unit for size in Bid Schedule. |
| 2. Basis of Payment: Includes excavation, compaction, valve, valve box, valve key, protection posts, concrete collar, thrust blocks or restraints, backfilling, fittings and accessories. |
| B. Combination Air Vacuum Valve: |
| 1. Basis of Measurement: By the unit for 2” size unless otherwise specified. |
| 2. Basis of Payment: Includes excavation, compaction, valve, enclosure, painting, protection posts, concrete collar, thrust blocks or restraints, backfilling, fittings and accessories. |
| C. Flush Hydrant Assembly: |
| 1. Basis of Measurement: By the unit at diameter shown in Bid Schedule. |
| 2. Basis of Payment: Includes hand trimming, excavation, hydrant, hydrant extensions, piping, pipe wrap, finishing, gate valve, concrete pad, protection posts, wrench, connection, backfilling, compaction and accessories. |
| D. Fire Hydrant Assembly (6 inch): |
| 1. Basis of Measurement: By the unit, for dry barrel type hydrants. |
| 2. Basis of Payment: Includes hand trimming, excavation, hydrant, hydrant extensions, breakaway flange (if required), gravel sump, piping, finishing, gate valve, concrete pad, protection posts, wrench, connection, backfilling, compaction and accessories. |
| A. Water Service Connection: |
| 1. Basis of Measurement: By the unit, per depth below grade of the connection. |
| 2. Basis of Payment: Includes excavation, connection to water utility, hot tap, saddle, corporation stop, coordination of system downtime, notification to local utility, compaction, as-builts, fittings and accessories. |
| B. Water Service Line: |
| 1. Basis of Measurement: By linear foot for pipe material and diameter in Bid Schedule. |
| 2. Basis of Payment: Includes hand trimming, excavation, pipe and fittings, bedding, concrete thrust restraints, pipe markers, backfilling, compaction, testing, disinfection, accessories and as-builts. |
| C. House Connection: |
| 1. Basis of Measurement: By the unit, with or without pressure reducing valve. |
| 2. Basis of Payment: Includes connection to building, piping, insulation with wrap on exposed piping, shutoff valve, hose bibb with backflow device, yard hydrant, pressure reducing valve (if indicated on drawings), fittings and accessories. |
| D. Water Meter and Box: |
| 1. Basis of Measurement: By the unit, with or without electronic reading transmitter (ERT). |
| 2. Basis of Payment: Includes excavation, meter, meter box, backflow preventers, electronic reading transmitter (if required), meter setting equipment, vertical copper piping or meter setter, backfilling, compaction, fittings and accessories. |
| E. Curb Stop and Box: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavation, curb stop, curb box and cover, fittings, backfilling, compaction and accessories. |
| F. Yard Hydrant: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavation, piping, connection to service line, yard hydrant with backflow preventer, backfilling, compaction, concrete pad, fittings and accessories. |
| A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract. |
| A. Spring Collection Basin: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes excavation, bedding, gravel bed, piping, basin, cover, installation and testing. |
| B. Water Collection Screen: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes well screen with integral or separate gravel pack, steel grating, concrete block anchors, hardware, excavation, backfill, gravel fill, site restoration and piping connections. |
| C. Water Quality Test for Slow Sand Filter: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes raw and filtered water sampling, testing, laboratory results and reports, recommendations based on slow sand filter manufacturer requirements, and all appurtenances. Locations and details of water sampling to be determine... |
| D. Individual Roughing Filter: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes rouging filter, filter media, excavation, compaction, foundation, piping, connections to piping, installation and testing. |
| E. Individual Slow Sand Filter: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes slow sand filter, filter media, excavation, compaction, foundation, piping, control tank (if required), connections to piping, installation and testing. |
| F. Chlorinator Box: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes catch basin with lid, excavation, compaction, structural fill, connections to piping, piping within box, spare chlorine tablets and installation. |
| G. Water Storage Tank: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes tank, inlet piping, outlet piping, overflow piping, drain piping to drainage, connections to piping, base ring, gravel foundation, excavation and compaction. |
| H. Galvanized Steel Pipe, 2-inch: |
| 1. Basis of Measurement: By the linear foot |
| 2. Basis of Payment: Includes hand trimming, above ground installation (with anchors as required), pipe and fittings, tee fittings with ball valves as shown in Drawings (at least one tee with ball valve per 500 feet of pipe installed, if not shown in ... |
| I. Water Quality Test for UV Disinfection System: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes raw and filtered water sampling, testing, laboratory results and reports, recommendations based on UV disinfection manufacturer requirements, and all appurtenances. Locations and details of water sampling to be determined... |
| J. UV Disinfection System: |
| 1. Basis of Measurement: By each, with or without water softener. |
| 2. Basis of Payment: Includes UV disinfection system, sediment filter, carbon filter, water softener (if required), piping and bypass piping, connections to existing plumbing, testing and spare parts. |
| A. Well Destruction: |
| 1. Basis of Measurement: By lump sum, for each well destroyed. |
| 2. Basis of Payment: Includes materials, placement, pump removal, casing cutting and removal, capping connections and all other labor and materials to destroy well in accordance with State standards. |
| B. Individual Booster System: |
| 1. Basis of Measurement: By each. |
| 2. Basis of Payment: Includes pressure tank, tank level controller, booster pump, piping and connections, electrical wiring and connections, and accessories. |
| C. Pump and Pressure System: |
| 1. Basis of Measurement: By each, with or without enclosure. |
| 2. Basis of Payment: Includes submersible pump with pump warranty; drop pipe, submersible cable, foot valve and sanitary well seal; enclosure with concrete slab; pump controller, motor drive, lightning arrestor and pump protection; fittings, sensors, ... |
| D. Trouble Shooting and Investigation: |
| 1. Basis of Measurement: By the hour for each hour on site. Only payable when requested by Engineer for specific location. |
| 2. Basis of Payment: Includes all necessary equipment, tools, labor, mileage, and transportation needed to troubleshoot or investigate a site. No separate payment for mobilization and demobilization to and from site. |
| A. Sewer Service Line: |
| 1. Basis of Measurement: By the linear foot for 4” PVC (unless otherwise stated in Bid Schedule). |
| 2. Basis of Payment: Includes hand trimming, excavation, bedding, pipe and fittings, pipe markers, connection to house stub-out and connection to septic tank (if required). |
| B. Sewer Service Cleanout & Box: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes hand trimming, excavating, foundation pad, unit installation with accessories, cleanout box, connection to sewer piping and other appurtenances. |
| C. Sewer Service Connection: |
| 1. Basis of Measurement: By the unit, per depth below grade of connection. |
| 2. Basis of Payment: Includes excavation, connection to sewer utility, saddle, sewer wye, coordination of system downtime (if required), notification to local utility, backfilling, compaction, as-builts, fittings and accessories. |
| A. Sanitary Sewer Main: |
| 1. Basis of Measurement: By the linear foot for the pipe diameter and material in the Bid Schedule. PVC unless otherwise specified in Bid Schedule. |
| 2. Basis of Payment: Includes hand trimming, excavation, backfilling to indicated depth, compaction, bedding, pipe and fittings, pipe markers, testing, as-builts and connection to existing sewer. |
| B. Connection to Existing Sewer Main: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavation, abandonment of existing sewer main and fittings, locating manholes, draining existing sewer mains, connection to sewer utility, coordination of system downtime (if required), notification to local utility, pip... |
| C. Sewer Main Cleanout: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes hand trimming, excavating, concrete collar, frame and cover, unit installation with accessories, connection to sewer piping. |
| A. Septic Tank: |
| 1. Basis of Measurement: By each for size and material in Bid Schedule. Traffic rating, if required, will also be shown in Bid Schedule. |
| 2. Basis of Payment: Includes excavating, two compartment septic tank, manhole riser(s) and lid(s), screened baffle and effluent filter, placing and connecting to piping, bedding material, structural fill, compaction, backfilling, as-builts and testing. |
| B. Septic Tank Riser and Lid: |
| 1. Basis of Measurement: By each. Traffic rating, if required, will also be shown in Bid Schedule. |
| 2. Basis of Payment: Includes excavating, manhole riser and lid, installation, compaction and backfilling. Only for installation on an existing septic tank – access riser and lid are an integral part of measurement and payment for new septic tanks. |
| C. Septic Tank Abandonment: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavating, pumping and disposal of contents, disposal fees, crushing of tank (concrete) or removal of tank (FRP or HDPE), backfilling, backfill material, compaction, site cleanup. |
| D. Connection to Existing Septic Tank: |
| 1. Basis of Measurement: By the lump sum. |
| 2. Basis of Payment: Includes excavating, pumping and disposal of tank contents, disposal fees, piping connections, backfilling, backfill material and compaction. |
| E. Solid Sewer Pipe (4 inch) |
| 1. Basis of Measurement: By linear foot. |
| 2. Basis of Payment: Includes excavating, hand trimming, pipe and fittings, connections, backfilling, compaction and as-builts. |
| F. Distribution Box: |
| 1. Basis of Measurement: By each for size and material in Bid Schedule. Shall be concrete construction unless otherwise specified. |
| 2. Basis of Payment: Includes excavating, placing and connecting to piping, speed levelers (if required), bedding material, compaction and backfilling. |
| G. Chamber Drainfield: |
| 1. Basis of Measurement: By linear foot. |
| 2. Basis of Payment: Includes excavating, hand trimming, chambers, end caps, splash plates or pads, inspection ports, pipe and fittings, backfilling and as-builts. |
| H. Percolation Testing: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes excavation of two test pits per site at locations identified by Engineer, percolation testing in accordance with County standards, backfilling, restoring site to original conditions, and reporting of percolation test resu... |
| I. Septic Tank Pumping & Inspection: |
| 1. Basis of Measurement: By the unit. |
| 2. Basis of Payment: Includes locating septic tank, excavation, pumping and disposal of contents, disposal fees, tank evaluation, report preparation and backfilling. |
| A. Individual Sewage Lift Station: |
| 1. Basis of Measurement: By each for 750-gallon size unless otherwise specified. |
| 2. Basis of Payment: Includes excavating, pump chamber, manhole riser and lid, effluent pump and motor, discharge piping and valves, guide rails, float controls, control panel with alarm light, all electrical connections, electrical splice box, all wi... |
| B. Sewer Force Main: |
| 1. Basis of Measurement: By linear foot, for diameter and material specified in Bid Schedule. |
| 2. Basis of Payment: Includes hand trimming, excavation, backfill, bedding, thrust restraints, pipe, markers and fittings. Length of force main is calculated from outlet of lift station to header of mound system manifold. |
| C. Sewage Mound: |
| 1. Basis of Measurement: By the cubic yard of total imported fill (sand and gravel). |
| 2. Basis of Payment: Includes manifold and lateral piping, observation pipes, excavation, plowing of native soil, sand fill, gravel absorption bed, geotextile fabric, topsoil, final grading, seeding, landscaping, site cleanup, as-builts and all other ... |
| 013000 Administrative Requirements |
| PART 1 GENERAL |
| 1.1 SECTION INCLUDES |
| A. Coordination and project conditions. |
| B. Field engineering. |
| C. Preconstruction meeting. |
| D. Progress meetings. |
| E. Pre-installation meetings. |
| F. Cutting and patching. |
| G. Special procedures. |
| 1.2 COORDINATION AND PROJECT CONDITIONS |
| A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. |
| B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operati... |
| C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of bui... |
| D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements. |
| E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion. |
| F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. |
| 1.3 FIELD ENGINEERING |
| A. Employ Land Surveyor registered in State of California and acceptable to Owner. |
| B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered. |
| C. Control datum for survey is established by Owner provided survey and/or shown on Drawings. |
| D. Verify set-backs and easements; confirm drawing dimensions and elevations. |
| E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. |
| F. Where required, submit copy of site drawing signed by Land Surveyor certifying elevations and locations of the Work are in conformance with Contract Documents. |
| G. Maintain complete and accurate log of control and survey work as Work progresses. |
| H. Protect survey control points prior to starting site work; preserve permanent reference points during construction. |
| I. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons. |
| J. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. |
| 1.4 PRECONSTRUCTION MEETING |
| A. Owner will schedule meeting after Notice of Award. |
| B. Attendance Required: Owner, Engineer, and Contractor. |
| C. Agenda: |
| 1. Execution of Owner-Contractor Agreement. |
| 2. Submission of executed bonds and insurance certificates. |
| 3. Distribution of Contract Documents. |
| 4. Submission of list of Subcontractors, list of products, schedule of values, progress schedule, and other preconstruction requirements. |
| 5. Designation of personnel representing parties in Contract and Engineer. |
| 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. |
| 7. Scheduling. |
| 8. Review of potential safety concerns and designation of OSHA Competent Person. |
D. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.
| 1.5 PROGRESS MEETINGS |
| A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals. |
| B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. |
| C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, Engineer, as appropriate to agenda topics for each meeting. |
| D. Agenda: |
| 1. Review minutes of previous meetings. |
| 2. Review of Work progress. |
| 3. Field observations, problems, and decisions. |
| 4. Identification of problems impeding planned progress. |
| 5. Review of submittals schedule and status of submittals. |
| 6. Review of off-site fabrication and delivery schedules. |
| 7. Maintenance of progress schedule. |
| 8. Corrective measures to regain projected schedules. |
| 9. Planned progress during succeeding work period. |
| 10. Coordination of projected progress. |
| 11. Maintenance of quality and work standards. |
| 12. Effect of proposed changes on progress schedule and coordination. |
| 13. Other business relating to Work. |
E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.
| 1.6 PRE-INSTALLATION MEETINGS |
| A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section. |
| B. Require attendance of parties directly affecting, or affected by, Work of specific section. |
| C. Notify Engineer four days in advance of meeting date. |
| D. Prepare agenda and preside at meeting: |
| 1. Review conditions of installation, preparation and installation procedures. |
| 2. Review coordination with related work. |
E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.
| PART 2 PRODUCTS - Not Used |
| PART 3 EXECUTION – Not Used |
| 014000 Quality Requirements |
| PART 1 GENERAL |
| 1.1 SECTION INCLUDES |
| A. Quality control and control of installation. |
| B. Tolerances. |
| C. References. |
| D. Labeling. |
| E. Testing and inspection services. |
| F. Manufacturers' field services. |
| G. Examination. |
| H. Preparation. |
| 1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION |
| A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. |
| B. Comply with manufacturers' instructions, including each step in sequence. |
| C. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. |
| D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. |
| E. Perform Work by persons qualified to produce required and specified quality. |
| F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer. |
| G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. |
| 1.3 TOLERANCES |
| A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. |
| B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding. |
| C. Adjust products to appropriate dimensions; position before securing products in place. |
| 1.4 REFERENCES |
| A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. |
| B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code. |
| C. Obtain copies of standards where required by product specification sections. |
| D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. |
| E. Neither contractual relationships, duties, nor responsibilities of parties in Contract nor those of Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents. |
| 1.5 LABELING |
| A. Attach label from agency approved by authority having jurisdiction for products, assemblies, and systems required to be labeled by applicable code. |
| B. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label. |
| 1. Model number. |
| 2. Serial number. |
| 3. Performance characteristics. |
| 1.6 TESTING AND INSPECTION SERVICES |
| A. Employ and pay for services of an independent testing agency or laboratory acceptable to Owner to perform specified testing. Contractor shall pay for services within existing bid items. Separate payment for testing and inspection is not permitted u... |
| B. The independent firm will perform tests, inspections and other services specified in individual specification sections and as required by Owner. |
| 1. Laboratory: Authorized to operate at Project location. |
| 2. Laboratory Staff: Maintain full time specialist on staff to review services. |
| 3. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or accepted values of natural physical constants. |
| C. Testing, inspections and source quality control may occur on or off project site. Perform off-site testing as required by Engineer or Owner. |
| D. Reports will be submitted by independent firm to Engineer, Contractor, and authority having jurisdiction, in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. |
| 1. Submit final report indicating correction of Work previously reported as non-compliant. |
| E. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested. |
| 1. Notify Engineer and independent firm 24 hours prior to expected time for operations requiring services. |
| 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. |
| F. Testing and employment of testing agency or laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents. |
| G. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Engineer. Payment for re-testing or re-inspection will be charged to Contractor by deducting te... |
| H. Agency Responsibilities: |
| 1. Test samples of mixes submitted by Contractor. |
| 2. Provide qualified personnel at site. Cooperate with Engineer and Contractor in performance of services. |
| 3. Perform specified sampling and testing of products in accordance with specified standards. |
| 4. Ascertain compliance of materials and mixes with requirements of Contract Documents. |
| 5. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or products. |
| 6. Perform additional tests required by Engineer. |
| 7. Attend preconstruction meetings and progress meetings. |
| I. Agency Reports: After each test, promptly submit two copies of report to Engineer, Contractor, and authority having jurisdiction. When requested by Engineer, provide interpretation of test results. Include the following: |
| 1. Date issued. |
| 2. Project title and number. |
| 3. Name of inspector. |
| 4. Date and time of sampling or inspection. |
| 5. Identification of product and specifications section. |
| 6. Location in Project. |
| 7. Type of inspection or test. |
| 8. Date of test. |
| 9. Results of tests. |
| 10. Conformance with Contract Documents. |
| J. Limits On Testing Authority: |
| 1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. |
| 2. Agency or laboratory may not approve or accept any portion of the Work. |
This is the start of the file's text. The full file is on GovTribe.
