7-2. IRISH ACRES TO SSR INTERCONNECT (PH 1) - MP - FINAL VERSION.pdf

Appendix A

MEASUREMENT AND PAYMENT

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SECTION 1 – GENERAL

1.01 SECTION INCLUDES

A. Procedures and submittal requirements for schedule of values, application for payment and unit prices.

1.02 RELATED SECTIONS

A. Part 1, Scope of Work

B. Part 2, Bid Form

1.03 The Contract Documents set forth intent that the Contractor be responsible for determining the means, methods, and quantities of all work which may be required for the completion of the project. The bid items listed on the bid breakdown are for comparison of the bids and may be used as a method of determining the value of work performed for partial payment requests.

1.04 Work not specifically covered by the Contract Bid Schedules but necessary for the completion of the work as described in the Contract Documents will be deemed to be otherwise included in the Contractor's unit prices. No additional payment to the Contractor will be made for items not specifically listed on the Contract Bid Schedules.

1.05 The Contractor shall assume all risks in determining the quantities of each bid break down and for including as a part of the prices the appropriate percentage to cover all Contractor's overhead and profit, equipment rental and maintenance, and all other costs not specifically described on the Contract Bid Schedule but necessary to carry out the work as required by the Contract Documents. When totaled together, the totals for each item of the Contract Bid Schedules shall be the total contract price for the work of this Contract. No other payments will be made to the Contractor except as specifically authorized by change order.

1.06 Each unit or lump sum price stated on the Bid Form shall constitute full compensation as herein specified for each item of work completed in accordance with the drawings and specifications.

1.07 Under the price specified to be paid for each item, the Contractor shall furnish all materials and equipment, furnish all labor, and do all operations, including coordination with other utility owners, necessary to complete all work specified or shown. All supervision, overhead items, protection, and precautions and all other costs incidental to the construction work completed and as specified are included.

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1.08 A complete, finished, working job, as intended by the general nature of these specifications, shall be produced whether or not any particular wording or direction is omitted or inadvertently not clearly stated.

1.09 Measurement for payment shall be by the Owner, except where noted elsewhere in this specification.

Measurement for partial payment for lump sum items shall be on the basis of percentage of work complete and in place. Measurement for final payment shall be on the basis of the specified item, in-place, tested and accepted by the Owner or his representative, plus all incidental and supporting requirements fulfilled for the individual item and the project in total.

1.10 The prices for those items which involve excavation shall include compensation for disposal of surplus excavated material and handling water.

1.11 The prices of all pipe items shall constitute full compensation for furnishing, laying, jointing, and satisfactory testing of pipe; excavation and backfill, satisfactory density testing of backfill. Prices shall also include costs for coordinating with other utility owners within the project corridor, costs for accommodating existing utilities, costs for protecting existing utilities, and any costs associated with or incidental to repairs to any existing utilities that are damaged resulting from actions taken by the CONTRACTOR in the construction of this project.

1.12 All partial pay descriptions shall be understood as less standard retainage whether stated or not.

SECTION 2 – MEASUREMENT AND PAYMENT

2.01 MOBILIZATION AND DEMOBILIZATION – BID ITEM NO. 1.01

A. Description: This item includes all costs for preparatory and close-out activities necessary to initiate and finalize work on this project. This item includes all labor, equipment and materials necessary to complete the work, as anticipated by the contractor, that is not covered by a specific pay item as outlined in the contract documents. Also included is cost indemnity for Owner and Engineer.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payments will be prorated throughout the duration of construction of this Project in direct proportion to the percentage of completion of the work, as determined by the ratio of the payment requested to the total contract price.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

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2.02 FURNISH INSURANCE AND PERMITS – BID ITEM NO. 1.02

A. Description: This item includes all costs necessary to provide required insurance and permit fees as outlined in the contract documents that are not otherwise included in other bid items.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payments will be prorated throughout the duration of construction of this Project in direct proportion to the percentage of completion of the work, as determined by the ratio of the payment requested to the total contract price.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

2.03 FURNISH PAYMENT AND PERFORMANCE BOND – BID ITEM NO. 1.03

A. Description: This item includes all costs necessary to provide payment and performance bonds as outlined in the contract documents.

B. Measurement: The quantity shall be measured as one lump sum quantity.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

2.04 FURNISH MAINTENANCE OF TRAFFIC – BID ITEM NO. 1.04

A. Description: This item includes all labor, materials, equipment, incidentals, and related costs necessary to provide maintenance of vehicle and pedestrian traffic that would otherwise be disrupted by construction of this project for the duration of the construction period, including any schedule extensions requested by the contractor and approved by the MCUD Construction Representative. It shall include the notification of, construction, sign placement, and maintenance of any necessary detour facilities, including items located off-site; maintenance of pedestrian, public services, emergency services, school bus and designated bus stop accessibility; the preparation of maintenance of traffic plans prepared, signed, and sealed by a Florida Professional Engineer; the providing of necessary facilities for access to residences, businesses, sidewalks etc. along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust, and any other special requirements for safe and expeditious movement of traffic and pedestrians as may be called for on the plans or required by FDOT and Marion County Office of the County Engineer instruction. The term, maintenance of traffic, as used herein, shall include all of such facilities, Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 4 of 29 devices and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance, all as specified in this Section.

B. Measurement: The quantity of maintenance of traffic to be paid for under this item shall be measured as one lump sum quantity. Partial payments will be prorated throughout the duration of construction of this Project in direct proportion to the percentage completion of the work, as determined by the MCUD Construction Representative.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

2.05 FURNISH CONSTRUCTION SURVEY (LAYOUT AND AS-BUILT) – BID ITEM NO. 1.05

A. Description: This item includes all labor, materials, equipment, incidentals, and related costs to provide the services of a Florida-certified Professional Surveyor and Mapper to perform pre-construction stakeout; establish vertical control; and establish horizontal control, right-of-way locations, and property boundary locations; and perform as-built survey in accordance with the contract documents and to the satisfaction of the Owner.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payments will be pro-rated throughout the duration of the construction of this Project in direct proportion to the percentage of completion of the work, as determined by the MCUD Construction Representative.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

2.06 FURNISH CERTIFIED AS-BUILT DRAWINGS – BID ITEM NO. 1.06

A. Description: This item includes all labor, materials, equipment, incidentals, and related costs to provided certified as-built drawings in accordance with the contract documents. This item includes furnishing all labor, materials, equipment, and services necessary for composing and providing as-built drawings, for the entire project in accordance with the contract documents, including but not limited to survey services, updating the electronic copy of the drawings, identifying items that were revised during the project or by addenda, establishing horizontal and vertical controls, having all drawings signed and sealed by a Florida-certified Professional Surveyor and Mapper, and providing paper and electronic copies of the as-built drawings.

B. Measurement: The quantity shall be measured as one lump sum quantity.

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C. Payment: Payment will be made for the entire lump sum price as set forth in the Proposal after the as-built drawings have been determined by the MCUD Construction Representative to be complete according to the Specification requirements.

2.07 FURNISH PROFESSIONAL SITE VIDEO (PRE- AND POST-CONSTRUCTION) – BID ITEM NO.

1.07

A. Description: This item includes all labor, materials, equipment, and incidentals, and related costs necessary to provide professionally prepared video surveys of the project site for pre- and post-construction. The contractor shall consider whether multiple pre-construction deployments corresponding to sections of the project are necessary due to the length of the project. These videos will be the basis for resolving any disputes with property owners along the project alignment. In cases where the videos do not provide clear evidence of pre-existing or post-construction conditions being disputed, the contractor will be assumed liable for correcting the disputed conditions.

B. Measurement: The quantity shall be measured as one lump sum quantity.

C. Payment: Fifty percent of this item shall be payable upon acceptance by the MCUD Construction Representative of the pre-construction site video. The remaining 50% shall be payable upon acceptance by the MCUD Construction Representative of the post-construction site video.

2.08 FURNISH ENVIRONMENTAL SURVEY AND PERMITTING – BID ITEM NO. 1.08

A. Description: This item includes all labor, materials, equipment, and incidentals, and related costs necessary to provide professional environmental assessment of the project site for all listed species, including gopher tortoises. This item includes preparing, submitting (including permit fees), and obtaining a permit from the Florida Fish and Wildlife Conservation Commission (FFWCC) to relocate all tortoises necessary for the completion of this Project. The contractor shall commence with the environmental assessment immediately upon receiving Notice to Proceed for this project.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payment will be pro-rated throughout the duration of construction as approved by the MCUD Construction Representative.

C. Payment: The quantities, as determined above shall be paid for at the contract lump sum price upon acceptance by the MCUD Construction Representative and approval by regulatory agencies.

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2.09 FURNISH & INSTALL EROSION CONTROL – BID ITEM NO. 1.09

A. Description: This item includes all costs necessary to implement and maintain effective erosion control measures along the length of the project to the satisfaction of the MCUD Construction Representative, regulatory agencies, and representatives of other agencies having right-of-way jurisdiction within the project area. Erosion control will include at least silt fencing and drainage structure inlet protection. Replacement temporary sod, as needed, is included in this item.

Erosion control measures shall be maintained by the contractor until the MCUD Construction Representative and representatives of agencies having right-of-way jurisdiction have accepted final restoration. This item includes development of a SWPPP as applicable. Any remedial actions to correct erosion caused by contractor’s activities or contractor’s failure to implement effective erosion control is included in this item and will not be compensated separately.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payments will be pro-rated throughout the duration of the construction of this Project in direct proportion to the percentage of completion of the work, as determined by the MCUD Construction Representative.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

2.10 FURNISH & INSTALL WATER MAIN BY OPEN CUT (VARIOUS SIZES & MATERIALS) – BID

ITEM NOS. 2.01 – 2.08

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install pipe of the specified size and material via open-cut installation. This item includes storage, handling, delivery, and installation of all pipe materials. These items include pipe, jointing materials and equipment, tracer wire, warning tape, incidentals, and related appurtenances. These items include clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing);

trench excavation of sufficient depth and width for pipe installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety;

preparation and placement of suitable bedding materials; placement and installation of pipe in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading; and temporary sodding. Removal and disposal of any

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 7 of 29 isolated rocks and boulders that are less than one cubic yard in volume are included in these items. These items include flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete pipe installation by open-cut excavation are included in these items.

B. Measurement: Linear measurement horizontally above the centerline of the pipe, including valves and fittings, complete and acceptably installed as shown by the construction plans and to the satisfaction of the MCUD Construction Representative.

C. Payment: Payment shall be made per linear foot for the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative. Pipe exceeding the quantity listed in the contract documents that the MCUD Construction Representative directs the contractor to install shall be subject to the same rates established as part of the bid. As requested in writing by the contractor, and as agreed to by the MCUD Construction Representative, payment for stored pipe materials of particular size and type in quantities of 5,000 linear feet or more shall be made, subject to confirmation of quantities and proper storage by the MCUD Construction Representative.

2.11 FURNISH & INSTALL 16-INCH C900 DR18 PVC WATER MAIN WITHIN 24-INCH STEEL

CASING BY OPEN-CUT – BID ITEM NO. 2.09

A. Description: This item includes all labor, materials, equipment, and incidentals necessary to fully furnish and install 16-inch C900 DR18 PVC water main within 24-inch steel casing of 0.75-inch (minimum) wall thickness by open-cut installation. This item includes storage, handling, delivery, and installation of casing material. This item includes steel casing; casing welding by an ASME-certified welder (if needed); carrier pipe, including jointing materials, restraints, centralizers, and other necessary materials; end sealing; incidentals; and related appurtenances. This item includes clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor (except where specifically included by another bid item); excavation to confirm location of existing utilities (potholing); welding equipment; equipment necessary to locate and control casing pipe during installation; and other equipment necessary for a full and complete installation. These items include all labor, materials, equipment, and incidentals necessary to protect public health and safety, provide temporary repair, and provide final repair of surface or subsurface damage, including but not limited to ground subsidence, pavement buckling, and damage to other utilities, that occur due to contractor’s installation activities. Time expended under a stop-work order or other emergency directive, issued by the MCUD Construction Representative, including in coordination with, or by agencies having right-of-way jurisdiction, or public safety authorities, due to the need to halt and assess damage arising from the

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 8 of 29 contractor’s installation activities is included in this item. This item includes properly documenting the horizontal and vertical locations of the casing pipe. This item includes trench and pit excavation of sufficient depth and width for casing and carrier pipe installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of casing and carrier pipe in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading; and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume are included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete installation casing and carrier pipe by open-cut installation is included in this item. Removal and replacement of the FDOT drainage structure associated with this bid item is included in a separate bid item.

B. Measurement: Linear measurement horizontally above the centerline of the steel casing, complete and acceptably installed as shown by the construction plans and to the satisfaction of the MCUD Construction Representative.

C. Payment: Payment shall be made per linear foot, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative.

2.12 FURNISH & INSTALL C906 DR11 HDPE WATER MAIN BY HORIZONTAL DIRECTIONAL

DRILL (VARIOUS SIZES) – BID ITEM NO. 2.10 & ALTERNATE BID ITEM NOS. A.01 & A.07

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install pipe of the specified size and material via horizontal directional drill installation. This item includes storage, handling, delivery, and installation of all pipe materials.

This item includes pipe, jointing materials, tracer wire, mechanical-joint adapters (with stainless steel stiffeners), drilling mud, incidentals, and related appurtenances. This item includes clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); preparation of a bore plan subject to approval by the MCUD Construction Representative; horizontal directional drilling machinery of sufficient capacity for safe and effective installation of the pipe; equipment necessary for mixing, usage, collection, and disposal of drilling mud; disposal of collected drilling mud; HDPE joint fusion equipment; equipment necessary to guide and protect the pipe during pullback; equipment to locate pipe during installation; and other equipment necessary for a full and complete

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 9 of 29 installation. This item includes all labor, materials, equipment, and incidentals necessary to respond to and remediate “frac-out” of drilling fluids. This item includes all labor, materials, equipment, and incidentals necessary to protect public health and safety, provide temporary repair, and provide final repair of surface or subsurface damage, including but not limited to ground subsidence, pavement buckling, and damage to other utilities, that occur due to contractor’s installation activities. Time expended under a stop-work order or other emergency directive, issued by the MCUD Construction Representative, including in coordination with, or by, agencies having right-of-way jurisdiction, or public safety authorities, due to the need to halt and assess damage arising from the contractor’s installation activities is included in this item. This item includes complete restoration of bore pits, including importing, placement, and compaction of imported fill and temporary sodding. This item includes preparation of bore logs that accurately depict the horizontal and vertical locations of bored pipes. Bore logs are subject to acceptance by the MCUD Construction Representative and other agencies having right-of-way jurisdiction. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete pipe installation by horizontal directional drilling is included in this item. The contractor may request, and the MCUD Construction Representative may approve by written authorization, of additional pipe installation by horizontal directional drilling at the rates established herein for the purpose of, among others, limiting aboveground disturbances and subsequent restoration as compared to open-cut installation. If used in this manner, Bid Item 3.01 shall be pro-rated in proportion to the length of open-cut installation that is replaced by horizontal directional drill installation as a percentage of the total open-cut installation.

B. Measurement: Measurement will be the straight-line horizontal aboveground distance between the installed mechanical join adapters at the start and end of the bored pipe.

C. Payment: Payment shall be made per linear foot for the types and sizes of pipe specified in the applicable pay items, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative. Pipe exceeding the quantity listed in the contract documents that the MCUD Construction Representative directs the contractor to install shall be subject to the same rates established as part of the bid.

2.13 FURNISH & INSTALL WATER MAIN BY JACK AND BORE (VARIOUS SIZES) – BID ITEM

NOS. 2.11 – 2.14 & ALTERNATE BID ITEM NOS. A.04 – A.06

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install casing and carrier pipe of the specified size and material via jack and bore installation. These items include storage, handling, delivery, and installation of all pipe and casing materials. These items include steel casing pipe; casing welding by an ASME-

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 10 of 29 certified welder; carrier pipe, including jointing materials, restraints, centralizers, and other necessary materials; end sealing; incidentals, and related appurtenances. The contractor is responsible for determining the casing thickness required by his installation plan. These items include clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); preparation of a bore plan subject to approval by the MCUD Construction Representative and other agencies having right-of-way jurisdiction;

jack and bore machinery of sufficient capacity for safe and effective installation of the pipe;

equipment necessary for mixing, usage, collection, and disposal of drilling mud (if used);

disposal of collected drilling mud (if used); welding equipment; equipment necessary to locate and control casing pipe during installation; and other equipment necessary for a full and complete installation. These items include all labor, materials, equipment, and incidentals necessary to protect public health and safety, provide temporary repair, and provide final repair of surface or subsurface damage, including but not limited to ground subsidence, pavement buckling, and damage to other utilities, that occur due to contractor’s installation activities.

Time expended under a stop-work order or other emergency directive, issued by the MCUD Construction Representative, including in coordination with, or by agencies having right-of-way jurisdiction, or public safety authorities, due to the need to halt and assess damage arising from the contractor’s installation activities is included in these items. These items include backfilling and compaction of jacking and receiving pits and installation and removal of concrete thrust blocks placed temporarily for jacking. These items include preparation of bore logs that accurately depict the horizontal and vertical locations of bored pipes. Bore logs are subject to acceptance by the MCUD Construction Representative and other agencies having right-of-way jurisdiction. These items include flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume are included in these items. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete pipe installation by jack and bore installation are included in these items.

Alternate bid items may not be constructed, and written authorization from the MCUD Construction Representative will be required before commencing related work.

B. Measurement: The quantity shall be measured as one lump sum quantity. Partial payments will be pro-rated throughout the duration of the construction of this Project in direct proportion to the percentage of completion of the work, as determined by the MCUD Construction Representative.

C. Payment: The quantities, as determined above, shall be paid for at the contract lump sum price set out in the Proposal, which price and payment constitute full compensation for all the work described herein.

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2.14 FURNISH & INSTALL SYSTEM VALVES (VARIOUS SIZES & TYPES) – BID ITEM NOS. 2.15

– 2.22

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install system valves of the specified type and size. This item includes storage, handling, delivery, and installation of all valve materials. These items include valve boxes, cases, vaults, lids, trench adapters and extensions, tracer wire risers, buried concrete support pads, pipe joint restraints, aboveground concrete valve pads, brass tags, aboveground valve enclosures, hardware, and other components necessary for a full and complete installation according to the contract documents. These items include clearing and grubbing; dewatering;

protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing);

trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of valve in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material;

initial grading; and temporary sodding. These items include flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume are included in these items. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete valve installation are included in these items.

B. Measurement: Measurement shall be per each valve of specified size and type acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each valve of specified size and type at the rate established for the applicable pay items, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative. Valves exceeding the quantity listed in the contract documents that the MCUD Construction Representative directs the contractor to install shall be subject to the same rates established as part of the bid. As requested in writing by the contractor, and as agreed to by the MCUD Construction Representative, payment for stored system valves of particular size and type in quantities of 20 units or more shall be made, subject to confirmation of quantities and proper storage by the MCUD Construction Representative.

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2.15 FURNISH & INSTALL PRESSURE REDUCING VALVE ASSEMBLIES (VARIOUS SIZES) – BID

ITEM NOS. 2.23 – 2.25

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install pressure-reducing valve assemblies of varying sizes according to the contract documents. This item includes storage, handling, delivery, and installation of all pressure-reducing valve assembly components. This bid item includes valve boxes, cases, vaults, lids, trench adapters and extensions, tracer wire risers, buried concrete support pads, pipe joint restraints, aboveground concrete valve pads, brass tags, aboveground valve enclosures, hardware, and other components necessary for a full and complete installation according to the contract documents. This item includes dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor;

excavation to confirm location of existing utilities (potholing); trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of valve in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading;

and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete pressure-reducing valve assembly installation is included in this item.

B. Measurement: Measurement shall be per each pressure-reducing valve assembly of specified size acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment: Payment shall be made for each pressure-reducing valve assembly of specified size and type at the rate established for the applicable pay items, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative.

2.16 FURNISH & INSTALL DUCTILE IRON FITTINGS – BID ITEM NOS. 2.26 – 2.47

A. Description: These items include all labor, materials, equipment, and incidentals necessary to fully furnish and install ductile iron fittings of the specified type and size. This item includes storage, handling, delivery, and installation of all fitting materials. These items include buried concrete support pads, thrust blocks, pipe joint restraints, tracer wire, marker balls, hardware, Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 13 of 29 and other components necessary for a full and complete installation according to the contract documents. This item includes dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials;

placement and installation of fitting in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading; and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete fitting installation is included in this item.

B. Measurement: Measurement shall be per each fitting of specified size and type acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each fitting of specified size and type at the rate established for the applicable pay items, actually constructed and accepted, subject to confirmation by the MCUD Construction Representative. Additional fittings exceeding the quantity listed in the contract documents that the MCUD Construction Representative directs or approves the contractor to install shall be subject to the same rates established as part of the bid. As requested in writing by the contractor, and as agreed to by the MCUD Construction Representative, payment for stored ductile iron fittings of particular size and type in quantities of 20 units or more shall be made, subject to confirmation of quantities and proper storage by the MCUD Construction Representative.

2.17 FURNISH & INSTALL FIRE HYDRANT ASSEMBLY – BID ITEM NO. 2.48

A. Description: This item includes all includes all labor, materials, equipment, and incidentals necessary to fully furnish and install the anchoring tee, pipe restraints, isolation valve and box, stone, fire hydrant, restraining devices, tracer wire, piping, exterior coating and painting necessary for a complete and operational fire hydrant assembly. This item includes painting the hydrant bonnet in accordance with NFPA 291 and Marion County LDC Sec 6.18.2.G based on a flow test performed by a certified flow testing company (with the certified flow test results provided to the MCUD Construction Representative). This item includes a blue reflector placed in the center of the travel lane in accordance with Marion County LDC (Sec. 6.18.2.F). This

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 14 of 29 item includes buried concrete support pads, thrust blocks, pipe joint restraints, tracer wire, marker balls, hardware, and other components necessary for a full and complete installation according to the contract documents. This item includes dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of fitting in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading;

and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete fire hydrant assembly installation is included in this item.

B. Measurement: Measurement shall be per each fire hydrant assembly acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each fire hydrant assembly actually constructed and accepted, subject to confirmation by the MCUD Construction Representative. As requested in writing by the contractor, and as agreed to by the MCUD Construction Representative, payment for stored materials in quantities of 20 units or more of a particular type under these items shall be made, subject to confirmation of quantities and proper storage by the MCUD Construction Representative.

2.18 FURNISH & INSTALL 12-INCH CAP WITH 2-INCH MANUAL BLOWOFF VALVE – BID ITEM

NO. 2.49

A. Description: This item includes all labor, materials, equipment, and incidentals necessary to fully furnish and install a 12-inch mechanical joint cap with a 2-inch manual blowoff valve assembly. This item includes storage, handling, delivery, and installation of all valve materials.

These items include valve boxes, cases, vaults, lids, trench adapters and extensions, tracer wire risers, buried concrete support pads, pipe joint restraints, aboveground concrete valve pads, brass tags, aboveground valve enclosures, hardware, and other components necessary for a full and complete installation according to the contract documents. These items include clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 15 of 29 existing utilities (potholing); trench excavation of sufficient depth and width for installation;

shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of fitting in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading; and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete fire hydrant assembly installation is included in this item.

B. Measurement: Measurement shall be per each cap and blowoff assembly acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each cap and blowoff assembly actually constructed and accepted, subject to confirmation by the MCUD Construction Representative.

2.19 FURNISH & INSTALL CONNECTIONS TO EXISTING WATER MAINS (VARIOUS SIZES) –

BID ITEM NOS. 2.50 – 2.58

A. Description: This item includes all labor, materials, equipment, and incidentals necessary to fully furnish and install connections to existing water mains as specified by the contract documents. This item includes preparation of the existing main, sleeves, ductile iron fittings (as noted for certain items), buried concrete support pads, thrust blocks, pipe joint restraints, temporary jumper assemblies, tracer wire, marker balls, hardware, and other components necessary for a full and complete installation according to the contract documents. This item includes clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials;

placement and installation of materials in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material; initial grading; and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Removal and disposal of any isolated rocks and boulders that are less than one cubic yard in volume is included in this

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 16 of 29 item. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete connection to existing main is included in this item.

B. Measurement: Measurement shall be per each connection acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each fire hydrant assembly actually constructed and accepted, subject to confirmation by the MCUD Construction Representative.

2.20 TRANSFER EXISTING CUSTOMER CONNECTIONS – BID ITEM NO. 2.59

A. Description: This item includes all labor, materials, equipment, and incidentals necessary to transfer existing customer connections to the new 16-inch water main. This item includes all components required by Marion County Utilities for a standard residential water service connection. This item includes all permitting required by the Marion County Building Department, if required. This item includes installation and setting of a pressure reducing valve for each customer connection. This item includes tapping the new water main; underground and aboveground materials; meter boxes; and other components necessary for full and complete installation according to the contract documents. This item includes dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing);

trench excavation of sufficient depth and width for installation; shoring, sheeting, and bracing in compliance with applicable regulations or otherwise determined necessary by the contractor or the MCUD Construction Representative to ensure worker and public safety; preparation and placement of suitable bedding materials; placement and installation of materials in accordance with construction specifications and manufacturer requirements; bedding, backfilling and compaction using suitable in-situ materials; removal and disposal of excess excavated material;

initial grading; and temporary sodding. This item includes flushing, disinfection, pressure testing, and bacteriological sampling as necessary to achieve clearance for service, as applicable. Unless otherwise specified, all other labor, materials, and incidentals necessary for a full and complete connection to existing main is included in this item. This item includes contractor replacement of a meter box and / or meter if directed by the MCUD Construction Representative (meter will be provided by MCUD).

B. Measurement: Measurement shall be per each transferred customer connection acceptably installed as shown by the construction plans or as directed by the MCUD Construction Representative.

C. Payment: Payment shall be made for each transferred customer connection actually constructed and accepted, subject to confirmation by the MCUD Construction Representative.

Irish Acres to Silver Springs Regional Water Main Interconnect – Phase 1 Appendix A – Page 17 of 29

2.21 FURNISH & INSTALL GROUTING IN PLACE (VARIOUS SIZES) – BID ITEM NOS. 2.60 – 2.62

A. Description: This item includes all labor, materials, equipment, and incidentals necessary for abandonment and grouting of existing water mains in accordance with the construction plans.

This item includes grout materials, disposal of excess grout materials, installation and removal of grout injection points, and removal of grout inadvertently released. This item includes clearing and grubbing; dewatering; protection of existing utilities, drainage facilities, trees, pavement, and other improvements that would otherwise be damaged by contractor’s activities, and repair or replacement of such items damaged by the contractor; excavation to confirm location of existing utilities (potholing); trench excavation of…