Specifications.pdf

SPECIFICATIONS

Annual Water & Reclaimed Water Repairs and Extensions

FY 2024 – FY 2026

Project No. 24-1061

SECTION 01 20 01 2

MEASUREMENT AND PAYMENT 4

PART 1 – GENERAL 6

1.01 SCOPE OF WORK 8

A. Separate payment will be made only for the items of work described herein and10 listed on the Bid Form. Any related work not specifically listed, but required for11 satisfactory completion of the work, shall be considered included in the scope of12 the appropriate listed work items. The Contractor shall be responsible for13 supervision and superintendence at all work sites, which shall be considered as14 contractor overhead and no additional payment will be made beyond the15 specified bid items.16

B. The descriptions in the following sections generally define the work and materials,18 etc. associated with each Pay Item listed. This information is provided to assist19 the Contractor in assigning and accounting for costs associated with each pay20 item. It is the Contractor's sole responsibility to fully establish the cost for each21 item and the work in its entirety related to each Pay Item.22

C. Payment for all work done in compliance with the Contract Documents, inclusive24 of furnishing all manpower, equipment, materials, Project Record Documents,25 and performance of all operations relative to construction of this project, will be26 made under Pay Items listed herein and in accordance with the accepted27 Proposal. Work for which there is not a Pay Item will be considered incidental to28 the Contract and no additional compensation will be allowed. Unless, such Item29 was previously approved by the Engineer, such incidental item will be paid under30 the terms and conditions of Unspecified Work.31

1.02 BID ITEMS 33

The bid item descriptions, method of measurement and basis for payment are listed 35 on the following pages: 36

MEASUREMENT AND PAYMENT

01 20 01-1 8/14/2024 PC-24-1061

GROUP A - MOBILIZATION 1

MOBILIZATION FOR ROUTINE RESPONSE 3

Pay Items: 5

101-0100-0001 Mobilization for Routine Response 7

Description - The work specified in this item consists of the preparatory work and operations in mobilizing for beginning work on the project This item includes, but is not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to and from the project site as a single occurrence per work site., and for the establishment of Subcontractor’s temporary offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, special provisions, and State and local laws and regulations. The costs of bonds, permits and any required insurance, and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this item. Labor and equipment travel time from/to the site is included in this pay item.

Maintenance of Traffic for two lane roadways (as specified per FDOT Index 102-601, 102-602, 102-603, 102-604, 102-605, and 102-606) is included with this pay item unless otherwise determined by the Engineer; it shall in all cases include providing the maintenance of traffic plan.

For routine work, as identified by the Engineer or his designee, the Contractor will be required to respond to the request of the Engineer, or designated representative within ten (10) calendar days of notification. The Scope of Work will be developed by Project manager and will be executed in accordance with the terms and conditions of this contract.

For routine work required outside the normal working hours established in the contract, additional labor costs associated with overtime work will be paid for under Unspecified Line Item at the rates in Table-B, Column 4.

Table-B located at the end of Measurement and Payment Section 01 20 01.

Measurement - The quantity of mobilization to be paid for under this item shall be measured as one unit each (EA) per job assignment. One (1) mobilization will be allowed for each job assignment, project, or work order no matter how many times the equipment must be relocated by loading, transporting and unloading, or under its own power to complete the job assignment or project.

MEASUREMENT AND PAYMENT

01 20 01-2

8/20/2024 PC-24-1061

MOBILIZATION FOR EMERGENCY RESPONSE 1

Pay Items: 3

101-0100-0002 Mobilization for Emergency Response 5

Description - The work specified in this item consists of the preparatory work and operations in mobilizing for beginning work on the project This item includes, but is not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of Subcontractor’s temporary offices, buildings, safety equipment, first aid supplies, sanitary and other facilities, as required by these Specifications, special provisions, and State and local laws and regulations. The costs of bonds, permits and any required insurance, and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this item. Labor and equipment travel time from/to the site is included in this pay item.

Maintenance of Traffic for two lane roadways (as specified per FDOT Index 102-601, 102-602, 102-603, 102-604, 102-605, and 102-606) is included with this pay item unless otherwise determined by the Engineer; it shall in all cases include providing the maintenance of traffic plan.

For emergency work, as identified by the Engineer or his designee, the Contractor will be required to respond to the request of the Engineer or his designated representative within one (1) hour from the notice by telephone, and mobilize with a competent crew and necessary equipment and materials within two (2) hours of verbal notification, including weekends. The Scope of Work will be executed in accordance with the terms and conditions of this contract.

For emergency work required outside the normal working hours established in the contract, additional labor costs associated with overtime work will be paid for under Unspecified Line Item at the rates in Table-B, Column 4.

Table-B located at the end of Measurement and Payment Section 01 20 01.

Measurement - The quantity of mobilization to be paid for under this item shall be measured as one unit each (EA) per job assignment. One (1) mobilization will be allowed for each job assignment, project, or work order no matter how many times the equipment must be relocated by loading, transporting and unloading, or under its own power to complete the job assignment or project. 39

MEASUREMENT AND PAYMENT

01 20 01-3

8/14/2024 PC-24-1061

GROUP B – PIPELINE INSTALLATION 1

PROJECT AS-BUILT SURVEY 4

Pay Items: 6

005-0900 As-Built Survey 8

Description: Reference Pinellas County Standard Technical Specifications for 10 Utilities and Related Construction – latest edition (Spec. 01 78 39). 11

Measurement: The quantity to be paid for under this pay item shall per each (EA) as-13 built survey completed by a professional surveyor based on the linear foot of potable 14 or reclaimed main installed. 15

REMOVE UNSUITABLE MATERIAL BELOW TRENCH GRADE 19

Pay Items: 21

120-0020 Excavation, Unsuitable Material 23

Description: The work specified in this item describes the removal of soil unsuitable 25 for a proper foundation, encountered at trench grade. The unsuitable soil shall be 26 removed and disposed of the full width of the trench and to the depth required by the 27 Engineer and replaced with approved bedding material. The backfill shall be 28 thoroughly compacted and shaped to form the pipe bed. 29

Measurement: The quantity to be paid for under this Item shall be the volume in 31 cubic yards (CY), computed by the average end area method, of the unsuitable 32 material removed within the limits of depth shown on the Plans or as directed by the 33 Engineer or his representative. 34

FLOWABLE FILL (EXCAVATABLE CONCRETE FDOT SECTION 121) 38

Pay Items: 40

121-1000 Flowable Concrete Fill 42 44 Description: Reference Pinellas County Standard Technical Specifications for Roadway and Related Construction – latest edition (Spec 121). 45

MEASUREMENT AND PAYMENT

01 20 01-4

Measurement: Reference Pinellas County Standard Technical Specifications for 1 Roadway and Related Construction – latest edition (Spec 121). 2

SELECT BEDDING AND BACKFILL MATERIAL 6

Pay Items: 8

125-3001 Select bed & backfill material- gravel 10

Description: Reference Pinellas County Standard Technical Specifications for Roadway and Related Construction – latest edition (Spec 125-3000).

Measurement: The quantities to be paid for under this item shall be the number of cubic yards (CY) measured, compacted in place and accepted. Payment for furnishing, placing and compaction of all extra bedding ordered in writing by the Engineer, shall be on a cubic yard (CY) basis as measured in place. 18

DIRECTIONAL DRILLING OF PIPE 22

Pay Items: 24

PW-330521-202-02P17RJF Directional bore 2" restr. joint PVC SDR17 incl. 26 fittings 27

PW-330521-202-02PE9 Directional bore 2" HDPE DR-9 28 PW-330521-202-04FP18 Directional bore 4" Fusible or restr. Jt. C900 PVC 29

Pipe DR18 30 PW-330521-202-04PE11 Directional bore 4" HDPE DR-11 31 PW-330521-202-06FP18 Directional bore 6" Fusible or restr. Jt. C900 PVC 32

Pipe DR18 33 PW-330521-202-06PE11 Directional bore 6" HDPE DR-11 34 PW-330521-202-08FP18 Directional bore 8" Fusible or restr. Jt. C900 PVC 35

Pipe DR18 36 PW-330521-202-08PE11 Directional bore 8" HDPE DR-11 37 PW-330522-202-10PE11 Directional bore 10" HDPE DR-11 38 PW-330522-202-12FP18 Directional bore 12" Fusible or restr. Jt. C900 PVC 39

Pipe DR18 40 PW-330522-202-12PE11 Directional bore 12" HDPE DR-11 41 PW-330522-202-14PE11 Directional bore 14" HDPE DR-11 42

Description: This bid item describes measurement and payment for potable or 44 reclaimed water pipe installed by horizontal directional drill (HDD). The pay 45 quantities for the work specified under this item shall be the number of linear feet of 46

MEASUREMENT AND PAYMENT

01 20 01-5 the type and size of pipe specified in the bid form installed where shown on the 1 drawings or where directed by the Engineer or his representative. The unit price 2 includes: furnishing and installing the pipe by directional bore, two 14 gauge 3 minimum tracer wire, tracer wire testing, appurtenances, DI/HDPE mechanical joint 4 adapters, pipe and joint restraints for connections to fittings, and other 5 appurtenances, and materials above or below ground along pipeline alignment; joints 6 and jointing materials, labor, machinery, construction equipment, directional boring 7 equipment, bentonite clay slurry seal, launching and receiving pits, exploratory pits; 8 bracing, shoring, sheeting, bedding and backfill; adjusting existing underground 9 utilities; disposal of spoil; pressure testing; pigging, flushing, cleaning; erosion 10 protection and control, surface grading; and all other related and necessary 11 materials, work and equipment required to construct a complete operable pipeline. 12 The cost of fittings and fitting restrains for 2” diameter pipe shall be included in the 13 price of the 2” diameter pipe. The cost of Project Record Documents are included in 14 the cost of this item. 15

Measurement: Measurement for payment for furnishing and installing HDD pipe for 18 drill depths up to 20 foot deep shall be made on a per linear foot (LF) basis as 19 measured horizontally above the pipe centerline through valves and fittings for all 20 pipe. Measurement for payment for finishing and installation HDD pipe or drill depths 21 greater than 20 foot depth shall be made on a per linear foot (LF) basis of the actual 22 length of pipe installed. 23

OUT OF SERVICE MAIN GROUTING 28

Pay Items: 30

PW-331101-105-9001 Out of service main grouting 32

Description: The work covered by this Item consists of the filling of pipe abandoned 34 under roadways or as instructed by the jurisdictional authority or the Engineer, by 35 pumping the entire pipe full of grout 36

Measurement: The quantities of grout to be paid for under this Item shall be the 38 number of cubic yards (CY), measured along the centerline and calculated volume of 39 fill, in place, completed and accepted. 40

MEASUREMENT AND PAYMENT

01 20 01-6

DISCONNECT, CUT & PLUG MAINS 3

Pay Items: 5

PW-331101-105-90204 Disconnect and plug 2" or 4" W.M. / RCW 7 PW-331101-105-90406 Disconnect and plug 6" or 8" W.M. / RCW 8 PW-331101-105-91012 Disconnect and plug 10" or 12" W.M / RCW 9

Description: This bid item describes measurement and payment for furnishing all 11 labor, equipment and materials to disconnect and cap/plug potable and reclaimed 12 water mains that will remain in service. The unit price shall include all nuts, bolts, 13 gaskets, caps/plugs, thrust blocks, color coded polyethylene encasement, cutting 14 existing pipe, removal of up to twenty feet of existing water main, removal of valve 15 boxes, blow-off assemblies, abandon fire hydrants, erosion protection and control, 16 disposal of water, dewatering and all other operations required to disconnect and 17 cap/plug the potable or reclaimed water mains. All joints restrained. 18

Measurement: The quantity of disconnect and cap/plug water mains to be paid for 20 under this item shall be the number each (EA) measured in place, completed and 21 accepted. 22

PIPE INSTALLATION 25

Pay Items: 27

PW-331101-304-02P17RJF 2" PVC restrained pipe SDR 17 including fittings 29 PW-331101-304-02P21 2" PVC pipe SDR-21 including fittings 30 PW-331101-304-04D 4" D.I. pipe class 350 31 PW-331101-304-04DRJF 4" D.I. restrained pipe class 350 32 PW-331101-304-04P18 4" PVC pipe C900 DR 18 33 PW-331101-304-04P18RJF 4" PVC restrained pipe C900 DR 18 34

PW-331101-304-04PE11 4" HDPE DR 11, DIPS OD 35

PW-331101-304-06D 6" D.I. pipe class 350 36 PW-331101-304-06DRJF 6" D.I. restrained pipe class 350 37 PW-331101-304-06P18 6" PVC pipe C900 DR 18 38 PW-331101-304-06P18RJF 6" PVC restrained pipe C900 DR 18 39

PW-331101-304-06PE11 6" HDPE DR 11, DIPS OD 40

PW-331101-304-08D 8" D.I. pipe class 350 41 PW-331101-304-08DRJF 8" D.I. restrained pipe class 350 42 PW-331101-304-08P18 8" PVC pipe C900 DR 18 43 PW-331101-304-08P18RJF 8" PVC restrained pipe C900 DR 18 44

PW-331101-304-08PE11 8" HDPE DR 11, DIPS OD 45

PW-331101-304-10D 10" D.I. pipe class 350 46

MEASUREMENT AND PAYMENT

01 20 01-7

PW-331101-304-10DRJF 10" D.I. restrained pipe class 350 1 PW-331101-304-10P18 10" PVC pipe C900 DR 18 2 PW-331101-304-10P18RJF 10" PVC restrained pipe C900 DR 18 3

PW-331101-304-10PE11 10" HDPE DR 11, DIPS OD 4

PW-331101-304-12D 12" D.I. pipe class 350 5 PW-331101-304-12DRJF 12" D.I. restrained pipe class 350 6 PW-331101-304-12P18 12" PVC pipe C900 DR 18 7 PW-331101-304-12P18RJF 12" PVC restrained pipe C900 DR 18 8

PW-331101-304-12PE11 12" HDPE DR 11, DIPS OD 9

PW-331101-304-14PE11 14" HDPE DR 11, DIPS OD 10

Description: The work consists of furnishing all labor, equipment and materials and 12 installing potable or reclaimed water pipe by the open-cut method in accordance with 13 the specifications. 14

The unit price shall include all costs necessary to install the pipe up to 6 feet in 16 depth, including: survey layout (based upon property monuments established by 17 others); protection of property; protection of existing utilities, mailboxes and service 18 connections; erosion protection (silt fence, hay bales, floating turbidity barriers, or 19 other means, as required); materials, dewatering, pavement cutting, extra pipe fitting 20 material including joints/jointing material/restraints; shoring and sheeting; bracing; 21 utility crossings; barricades; clearing; grubbing and stripping of the right-of-way; 22 trenching, including exploratory excavation; bedding and backfilling; pigging; flushing 23 and cleaning; pressure testing. Fittings shall be included in the cost of 2” pipe. Dual 24 tracer wire and tracer wire testing shall be included in the price for PVC pipe items. 25 Polyethylene encasement shall be included in the bid price for DI pipe items. 26

All pipe installed will require Project Record Documents as required per specification 28 01 78 39 and as amended per specification 00 75 00. As-built drawings for installed 29 pipe lengths of less than 500 linear feet shall be included in this pay item. As-built 30 surveys for installed pipe lengths 500 linear feet or greater shall be paid for under 31 separate pay item. 32

Furnishing and installing chlorine injection points, temporary blow-off assemblies, 34 disinfection, pumps and appurtenances, method of chlorination for pipe disinfection, 35 method of de-chlorination for fluids used for disinfection of potable water mains, and 36 ductile iron fittings shall be paid under separated pay item. Additional payment will be 37 made for extra depth installation over six feet. Well point dewatering is an authorized 38 pay item only when the installation is below 6 feet in depth and site conditions 39 warrant; all dewatering up to 6 feet in depth is included in this pay item. 40

Measurement: Measurement for payment for furnishing and installing pipe shall be 42 made on a per linear foot (LF) basis as measured horizontally above the pipe 43 centerline through valves and fittings for all pipe. Restrained joint pipe pay limits 44 shall not exceed the values shown in the restrained joint table. 45

MEASUREMENT AND PAYMENT

01 20 01-8

ADDITIONAL RESTRAINED JOINTS 3

Pay Items: 5

PW-331101-304-02RJ 2" Restrained Joints. 7 PW-331101-304-04RJ 4" Restrained Joints. 8 PW-331101-304-06RJ 6" Restrained Joints. 9 PW-331101-304-08RJ 8" Restrained Joints. 10 PW-331101-304-10RJ 10" Restrained Joints 11 PW-331101-304-12RJ 12" Restrained Joints. 12

Description: The work specified in this item describes measurement and payment for furnishing all labor, equipment and materials and installing restrained joint hardware including mechanical joint restrainers, bell restrainers and PVC restrainers complete including bolts, gaskets, rods, special flanges, color coded polyethylene encasement , testing, acceptance, and ready for service. Restrained joints for pipe associated with fittings per the design of new pipe shall be paid for under separate pay item. This item shall only be used to restrain existing in service pipelines or to install additional restraints above the amount specified in Pinellas County Standard Details (latest version) - Detail PCU GD 11, as directed by the Engineer or his representative.

Measurement: The quantities of retrained joints to be paid for under this item shall be the number of each (EA) measured in place and accepted. No restrained joint hardware or any part of a restrained joint hardware shall be included for payment under more than one Item. 28

OVER DEPTH EXCAVATION 32

Pay Items: 34

PW-331101-304-90204 2"-4" pipe and appurtenances over depth 36 excavation 37

PW-331101-304-90608 6"-8" pipe and appurtenances over depth 38 excavation 39

PW-331101-304-91012 10"-12" pipe and appurtenances over depth 40 excavation 41

Description: The work consists of furnishing all labor and equipment to excavate additional 43 depth greater than 6 feet depth for installation of potable or reclaimed water pipe by the 44 open-cut method in accordance with the specifications. The unit price shall include all costs 45 necessary to excavate additional depth over 6 feet including: survey layout (based upon 46

MEASUREMENT AND PAYMENT

01 20 01-9

8/14/2024 PC-24-1061

Engza20 Highlight property monuments established by others); protection of property, existing utilities, 1 mailboxes and service connections; erosion protection (silt fence, hay bales, floating turbidity 2 barriers, or other means, as required); materials; pavement cutting; shoring and sheeting; 3 bracing; utility crossings; barricades; clearing; grubbing and stripping of the right-of-way; 4 trenching, including exploratory excavation; bedding; and backfilling. Well point dewatering is 5 an authorized pay item when the installation is below 6 feet in depth and site conditions 6 warrant. 7

Measurement: Measurement for payment for excavating each additional foot of depth to 9 install pipe or appurtenances shall be made on a per linear foot (LF) basis for each additional 10 vertical foot of depth over 6 feet as measured horizontally above the pipe centerline through 11 valves and fittings. 12

REMOVE OUT OF SERVICE MAINS 2” – 12” 16

Pay Items: 18

PW-331101-305-90204 Remove Out of Service Pipe 2" to 4" 20 PW-331101-305-90608 Remove Out of Service Pipe 6" to 8" 21 PW-331101-305-91012 Remove Out of Service Pipe 10" to 12" 22

Description: The work consists of furnishing all labor and equipment to remove and 24 dispose of out of service mains. Unless otherwise indicted by the Engineer or his 25 representative, the pipe removed becomes the property of the Contractor. The unit 26 price shall include all costs necessary to remove the pipe (including fittings, hydrants, 27 reverse deadmen, etc) including mobilization, maintenance of traffic, pavement 28 cutting, trenching, replacement of base material, dewatering, sheeting, bracing, utility 29 crossings, barricades, clearing of the right-of-way, protection of property, backfilling, 30 restoration of pavement and grass, etc. 31

Measurement: The quantities of mains removed or adjusted to be paid for under this 34 Item shall be the length in linear feet (LF) of pipe measured along the centerline of 35 the pipe through valves and fittings actually removed. 36

SLEEVED CONNECTIONS 40

Pay Items: 42

PW-331101-308-02SC 2" sleeved connections 44 PW-331101-308-04SC 4" sleeved connections 45 PW-331101-308-06SC 6" sleeved connections 46 PW-331101-308-08SC 8" sleeved connections 47

MEASUREMENT AND PAYMENT

01 20 01-10

PW-331101-308-10SC 10” sleeved connections 1 PW-331101-308-12SC 12" Sleeved Connection 2

Description: The work consists of connecting new potable or reclaimed water mains 4 to existing potable or reclaimed water mains. The quantity to be paid for under this 5 item is the number of connections acceptably installed to the limits shown on the 6 drawings. The unit price shall include notification of shutdown to property owners, 7 dewatering, establishing alignment, moving and aligning old and new pipe, cleaning 8 and cutting old pipe, sterilization, restraint jointing materials, color-coded 9 polyethylene encasement, and all other operations required to make the connection. 10 All connections shall include the cost of the sleeve or coupling, joint restraints and 11 removal & disposal of up to twenty feet of existing main. Valves, pipe, additional joint 12 restraints on existing main and fittings for connections shall be paid for under 13 separate pay items. 14

Measurement: The quantities for payment for furnishing and installing sleeved 16 connections shall be made on a per each (EA) basis measured in place, completed 17 and accepted. 18

REVERSE DEADMAN 22

Pay Items: 24

PW-331101-308-90204RD Reverse Deadman for 2" to 4" pipe 26 PW-331101-308-90608RD Reverse Deadman for 6" to 8" pipe 27 PW-331101-308-91012RD Reverse Deadman for 10" to 12" pipe 28

Description: The work covered by this item consists of reverse deadman installation 31 for mains up to 12 inch in diameter. The installation shall include the corresponding 32 size restrained joint as shown in the standard detail. This pay item includes: the 33 furnishing of all materials and for the proper installation of the reverse deadman in 34 strict accordance with the appropriate pipe specifications, excavation, erosion 35 protection and control, backfill, dewatering, sheeting, shoring, surface grading, 36 disposal of water, appropriate sized joint restrain, and concrete, all tools, equipment, 37 labor, and materials necessary to install the reverse deadman as shown, specified or 38 required for the proper completion of the work. 39

Measurement: The quantities to be paid for under this item shall be each (EA) 41 reverse deadman, measured completed and accepted. 42

MEASUREMENT AND PAYMENT

01 20 01-11

DUCTILE IRON PIPE FITTINGS 1

Pay Items 3

PW-331101-308-C153 Ductile Iron Pipe Fittings 5

Description: This bid item describes measurement and payment for installing compact ductile iron (D.I.) pipe fittings used in the construction and adjustment of reclaimed and potable water mains. All fitting shall include and be installed with joint restraints. The unit price includes furnishing and installing all fittings and materials above or below ground along the pipeline alignment; joints, joint restrainers, and jointing materials; thrust blocking; bracing, shoring, and sheeting; dewatering, clearing, grubbing, and stripping; trenching, bedding and backfill; constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; disposal of spoil; color coded polyethylene encasement;

pressure testing; erosion protection and control, and all other related and necessary materials, work and equipment required to construct a complete, operable pipeline.

Measurement: The quantity to be paid for under this item is the weight in tons (TN) of compact ductile iron pipe fittings acceptably installed as shown on the drawings or where directed by the Engineer or his representative. The weight of each compact fitting shall be as denoted in the manufactures’ catalogues without bolts/nuts, glands, and accessories. This bid item includes, but not limited to, tees, bends, crosses, plugs and caps, reducers and increasers. See Table A-1 located at the end of Measurement and Payment Section 01 20 01. 25

VALVES AND VALVE BOXES 29

Pay Items 31

PW-331101-309-02RW 2" Resil. wedge gate valve and box 33 PW-331101-309-04RW515 4" Resil. wedge gate valve and box 34 PW-331101-309-06RW515 6" Resil. wedge gate valve and box 35 PW-331101-309-08RW515 8" Resil. wedge gate valve and box 36 PW-331101-309-10RW515 10" Resil. wedge gate valve and box 37 PW-331101-309-12RW515 12" Resil. wedge gate valve and box 38

Description: This Bid Item describes measurement and payment for installing valves 40 of various types, and valve boxes, for reclaimed and potable water mains. The unit 41 bid price includes furnishing and installing valves, valve boxes and covers, color 42 coded polyethylene encasement, tracer wire access, filter fabric, valve identification 43 tags, paint reference stripe on curb, painting of valve cover, concrete valve box pad, 44 extension stems, joint restraints, pressure testing, excavation, backfill, dewatering, 45 sheeting, shoring, surface grading and incidental construction associated with these 46 items. 47

MEASUREMENT AND PAYMENT

01 20 01-12

Measurement: Measurement and payment shall be on an individual basis for each 3 (EA) according to the diameter, type, and joint requirements, as set forth on the Bid 4 Form. 5

FIRE HYDRANT ASSEMBLY 9

Pay Items 12

PW-331101-310-0002 Fire Hyd. Assem. w/ valve (5-1/4") 14 PW-331101-310-0003 Fire Hyd. Assem. w/out valve (5-1/4") 15

Description: This bid item describes measurement and payment for installing fire 17 hydrant assemblies with or without valves used in the construction of potable water 18 mains. All Fire Hydrant lead longer than 10-ft from the main connection shall have a 19 valve installed at the hydrant assemble. The valve at the main line will be paid under 20 separate pay item. The unit bid price includes furnishing and installing fire hydrants, 21 valves, barrel extensions, restrained and anchoring pipe, anchoring elbows, fittings, 22 valve boxes and covers, color coded polyethylene encasement, tracer wire access, 23 filter fabric, valve identification tags, paint reference stripe on curb, painting of valve 24 cover and fire hydrant, concrete valve box pad, extension stems, joint restraints, 25 pressure testing, excavation, backfill, dewatering, sheeting, shoring, surface grading 26 and incidental construction associated with these items. 27

Measurement: The quantity of fire hydrant assemblies with valves to be paid for 29 under this item shall be the number each (EA) measured in place, completed and 30 accepted. 31

RELOCATE FIRE HYDRANTS 34

Pay Items 36

PW-331101-310-9001 Relocate Fire Hydrants 38

Description: This bid item describes measurement and payment for disconnecting 40 and relocating existing fire hydrant assemblies as directed on potable water mains. 41 The quantity to be paid for under this item is the number of relocated fire hydrant 42 assemblies and appurtenances acceptably disconnected and reinstalled as shown 43 on the drawings or where directed by the Engineer or his representative. . The unit 44 bid price includes removal and reinstalling fire hydrants, with new barrel extensions, 45 restrained and anchoring pipe, restrained 18” offset as necessary for grade 46

MEASUREMENT AND PAYMENT

01 20 01-13 adjustment, anchoring elbows, fittings, color coded polyethylene encasement, joint 1 restraints, pressure testing, painting fire hydrant, excavation, backfill, dewatering, 2 sheeting, shoring, surface grading and incidental construction associated with these 3 items. 4

Measurement: The quantities of relocated fire hydrant assemblies to be paid for 6 under this Item shall be the number of each (EA) measured in place, completed and 7 accepted. 8

TAPPING SADDLE/SLEEVE AND VALVE 12

Pay Items 14

PW-331101-312-0402TV 4" x 2" Tapping Saddle Valve & Box 16 PW-331101-312-0404TV 4" x 4" Tapping Sleeve Valve & Box 17 PW-331101-312-0602TV 6" x 2" Tapping Saddle Valve & Box 18 PW-331101-312-0604TV 6" x 4" Tapping Sleeve Valve & Box 19 PW-331101-312-0606TV 6" x 6" Tapping Sleeve Valve & Box 20 PW-331101-312-0802TV 8" x 2" Tapping Saddle Valve & Box 21 PW-331101-312-0804TV 8" x 4" Tapping Sleeve Valve & Box 22 PW-331101-312-0806TV 8" x 6" Tapping Sleeve Valve & Box 23 PW-331101-312-0808TV 8" x 8" Tapping Sleeve Valve & Box 24 PW-331101-312-1006TV 10" x 6" Tapping Sleeve Valve & Box 25 PW-331101-312-1008TV 10" x 8" Tapping Sleeve Valve & Box 26 PW-331101-312-1010TV 10" x 10" Tapping Sleeve Valve & Box 27 PW-331101-312-1206TV 12" x 6" Tapping Sleeve Valve & Box 28 PW-331101-312-1208TV 12" x 8" Tapping Sleeve Valve & Box 29

Description: This bid item describes measurement and payment for connecting new 32 potable or reclaimed water mains to existing potable or reclaimed water mains. The 33 quantity to be paid for under this item is the number of connections acceptably 34 installed. Cut in tee and valve may be required in some locations due to utility 35 conflicts and will be paid for as equal sized tap. The unit bid price includes all 36 materials and installation from the point of connection to the main line including 37 scheduling and notification of service interruptions, furnishing and installing tapping 38 saddle, color coded polyethylene encasement, valves, taps, fittings, piping, joint 39 restraints, valve boxes and covers, concrete valve box pads, valve extension stems, 40 tracer wire access, valve identification tags, filter fabric, paint reference stripe on 41 curb, painting of valve box cover, excavation, erosion protection and control, backfill, 42 dewatering, sheeting, shoring, surface grading, disposal of water, pressure testing 43 and all other related, necessary, and incidental materials, work and equipment 44 required to complete the connection. All joints shall be restrained. 45

MEASUREMENT AND PAYMENT

01 20 01-14

Measurement: Measurement shall be on an individual basis for each (EA) 2 connection according to the diameter and type, as set forth on the bid form. 3

SERVICE CONNECTIONS 7

Pay Items 9

PW-331101-314-01LS 1" service connections 11 PW-331101-314-01SS 1" Service Connection (Short Side) 12 PW-331101-314-02LS 2" service connections 13 PW-331101-314-02SS 2" Service Connection (Short Side) 14 PW-331101-314-15LS 1- 1/2" service connections15 PW-331101-314-15SS 1 1/2" Service Connection (Short Side)16 PW-331101-314-75LS 3/4" service connections17 PW-331101-314-75SS 3/4" Service Connection (Short Side))18

Description: This bid item describes measurement and payment for installing long 20 and short side ¾”, 1”, 1-1/2”, and 2” service connections for potable and reclaimed 21 water mains. The quantity to be paid for under this item is the number of service 22 connections and appurtenances acceptably installed as shown on the drawings or 23 where directed by the Engineer or his representative. Additional service tubing for 24 short services over 40 feet and long services over 100 feet in length shall be paid for 25 under a separate pay item. The service casing shall be included in the pay item for 26 long service connections. 3/4" and 1" service connections shall be made with a CC 27 threaded corporation stop mounted on a service saddle. 1-1/2" and 2" service 28 connections shall be made with an IPS threaded ball corporation stop mounted on a 29 service saddle. The unit bid price shall include installing saddles, corporation stops, 30 ball corporations; color coded HDPE potable or reclaimed water service tubing, 31 HDPE or SCH 80 service casing by directional bore (for long service connections 32 only), color coded tracer wire, potable or reclaimed water service box, tubing inserts, 33 curb stops, handles on reclaimed service curb stops, meter couplings, meter 34 gaskets, brass nipples, brass bushings, SCH 80 plugs; connections to existing 35 meters, excavation, backfill, bracing, sheeting, shoring, dewatering, clearing, 36 grubbing, stripping, and trenching; launching pits and receiving pits; bedding and 37 backfill; disposal of soil; surface grading, pressure testing and cleaning; erosion 38 protection and control; and all other related and necessary incidental materials, work 39 and equipment required to construct a complete, operable potable or reclaimed water 40 service assembly as shown in the standard details. 41

Measurement: Measurement shall be on an individual basis for each (EA) 43 service connection installed in accordance with standard details (short services 44 assemblies are less than or equal to 40 feet in length and do not include a service 45 casing). 46

MEASUREMENT AND PAYMENT

01 20 01-15

SERVICE TUBING 4

Pay Items 6

PW-331101-314-01ST 1" HDPE DR 9, CTS OD (Service Line Tubing) 8 PW-331101-314-02ST 2" HDPE DR 9, CTS OD (Service Line Tubing) 9 PW-331101-314-15ST 1 1/2" HDPE DR 9, CTS OD (Service Line Tubing) 10 PW-331101-314-75ST 3/4" HDPE DR 9, CTS OD (Service Line Tubing) 11

Description: This bid item describes measurement and payment for furnishing all 13 labor, equipment and materials to install additional potable or reclaimed water 14 service tubing with tracer wire that exceed the limits of other pay items. The unit bid 15 price shall include installing color coded HDPE potable or reclaimed water service 16 tubing, color coded tracer wire, tubing inserts, service couplings, excavation, backfill, 17 bracing, sheeting, shoring, dewatering, clearing, grubbing, stripping, and trenching; 18 bedding and backfill; disposal of soil; surface grading, pressure testing and cleaning; 19 erosion protection and control; and all other related and necessary incidental 20 materials, work and equipment required to construct a complete, operable potable or 21 reclaimed water service line. 22

Measurement: Measurement shall be on a lineal feet basis for each additional lineal 24 foot (LF) of service tubing according to the diameter as set forth on the bid form. 25

RELOCATE EXISTING SERVICES 28

Pay Items: 30

PW-331101-314-901MBR 1" Meter & Backflow (Remove, Relocate & 32 Reconnect) 33

PW-331101-314-902MBR 2" Meter & Backflow (Remove, Relocate & 34 Reconnect) 35

PW-331101-314-915MBR 1 1/2" Meter & Backflow (Remove, Relocate 36 & Reconnect) 37

PW-331101-314-975MBR 3/4" Meter & Backflow (Remove, Relocate & 38 Reconnect) 39

Description: The work consists of furnishing all labor, equipment and materials for 42 disconnecting existing potable or reclaimed water service, relocating and resetting 43 existing meter and backflow device, replacement of meter box, connection to existing 44 pipe or tubing, and reconnecting the meter. Additional service tubing required shall 45 be paid under other pay items. This unit bid price shall include: all materials, labor 46

MEASUREMENT AND PAYMENT

01 20 01-16 and tools, necessary for the proper installation of the service, including but not limited 1 to: excavation, removal and control of groundwater and surface water; backfill, 2 bedding materials, disposal of spoil, surface grading, connections to the main, curb 3 stops, meter box, meter couplings, meter gaskets, tapping saddles, tap, testing; and 4 all other related and necessary incidental materials, work and equipment required to 5 construct a complete, operable potable or reclaimed water service as shown in the 6 standard details. 7

Measurement: The quantity of relocate existing services to be paid for under this 9 Item shall be the number each (EA) measured in place, completed and accepted. 10

BOLLARDS (FIRE HYDRANT GUARDS) 14

Pay Items: 16

PW-331101-316-0001 Bollards (Fire Hydrant Guards) 18

Description: The work shall include the installation of bollards per Pinellas County 20 Standard Details and includes: all labor, equipment and materials, coatings, 21 excavation, backfilling, compaction, testing, restoration, and any required incidentals 22 necessary to completely install the bollard. 23

Measurement - The quantities to be paid for under this item shall be each (EA) bollard 24 installed, and accepted. 25

DISINFECTION OF POTABLE WATER MAINS 29

Pay Items: 31

PW331301-000-0206 Disinfection of 2" to 6" Water Main 33 PW331301-000-0812 Disinfection of 8" to 12" Water Main 34 PW331301-000-1420 Disinfection of 14" to 20" Water Main 35

Description: The work consists of furnishing all labor, equipment and materials 37 required to process and disinfecting potable water mains and appurtenances prior to 38 their placement for service. This unit price shall include furnishing and installing 39 chlorine injection points, temporary blowoff assemblies, disinfection, pumps and 40 appurtenances, method of chlorination for pipe disinfection, method of de-41 chlorination for fluids used for disinfection.

Measurement: The quantity to be paid for under this item shall be in lineal feet (LF) of pipe successfully disinfected, completed and accepted. 45

MEASUREMENT AND PAYMENT

01 20 01-17

BLOW-OFF AND AIR RELEASE ASSEMBLIES 4

Pay Items: 6

PW-331101-309-01AROS 1" air release assemblies (offset) 8 PW-331101-309-02AROS 2" air release assemblies (offset) 9 PW-331301-301-0002 2" Blow-off assemblies permanent 10 PW-331301-301-004A 4" Blow-off assemblies permanent 11

Description: This bid item describes measurement and payment for installing blow-13 off and air release assemblies on potable or reclaimed water mains. The unit bid 14 price shall include installing the blow-off or air release assembly, testing, excavation, 15 backfill, bracing, shoring, sheeting, dewatering, surface grading, erosion protection 16 and control, furnishing and installing tap saddle, tap, corporation stop, ball 17 corporation, curb stop, automatic air release valve, enclosure, testing, miscellaneous 18 brass nipples and fittings, and incidental items required to install a new assembly as 19 shown on the standard detail. The 4” blow-off assembly shall include a 4” resilient 20 wedge (R.W.) gate valve, DI fittings, color coded polyethylene encasement, valve 21 box (square for reclaimed water and marked “Reclaimed”, round for potable water 22 and marked “water”), concrete valve box pad, cam lock hose connection, and cam 23 lock cap as shown in the standard details. The 2” blow-off assembly shall include a 24 2” resilient wedge valve, valve box (square for reclaimed water and marked 25 “Reclaimed”, round for potable water and marked “water”), 2” plug and coupling. All 26 assemblies shall include tracer wire access, drainage gravel and miscellaneous 27 nipples and fittings as shown in the standard details, filter fabric, valve identification 28 tags, paint reference stripe on curb, painting of valve cover and meter boxes. 29

Measurement: Measurement shall be on an individual basis for each (EA) assembly 32 installed and accepted. 33

GROUP C – PIPELINE POINT REPAIRS AND OFFSETS 38

PIPELINE POINT REPAIRS 41

Pay Items 43

PW-331101-500-0002 2" Dia. Point Repair 45 PW-331101-500-0004 4" Dia. Point Repair 46

MEASUREMENT AND PAYMENT

01 20 01-18

PW-331101-500-0006 6" Dia. Point Repair 1 PW-331101-500-0008 8" Dia. Point Repair 2 PW-331101-500-0010 10" Dia. Point Repair 3 PW-331101-500-0012 12" Dia. Point Repair 4 PW-331101-500-0016 16" Dia. Point Repair 5 PW-331101-500-0020 20" Dia. Point Repair 6 PW-331101-500-0024 24" Dia. Point Repair 7

Description: This item provides all labor, equipment and materials for the replacement 9 of up to twenty (20) linear feet of pipe and may be used for routine response and 10 emergency repairs at the discretion of the Engineer or his representative. The pipe 11 being repaired may be PVC, HDPE, Ductile Iron, or Cast Iron. All ductile iron pipe shall 12 have polyethylene encasement. The work includes furnishing and installing two full seal 13 clamps, bell joint seal clamps or two solid sleeves, cutting existing pipe, pipe bedding, 14 dewatering and disposal of existing pipe. Additional replacement pipe over twenty (20) 15 linear feet will be paid for under pipe pay item for PIPE INSTALLATION. Excavations 16 and dewatering for pipeline point repairs are separate pay items. 17

Measurement: The quantity to be paid under this item will be in accordance with 19 each (EA) pipe size to be repaired as noted in the contract pay items. 20

PIPELINE RELOCATION OFFSET 23

Pay Items 25

PW-331101-501-0002 2" Dia. Pipe Offset 27 PW-331101-501-0004 4" Dia. Pipe Offset 28 PW-331101-501-0006 6" Dia. Pipe Offset 29 PW-331101-501-0008 8" Dia. Pipe Offset 30 PW-331101-501-0010 10" Dia. Pipe Offset 31 PW-331101-501-0012 12" Dia. Pipe Offset 32 PW-331101-501-0016 16" Dia. Pipe Offset 33

Description: The work consists of furnishing all labor, equipment, customer 35 coordination/notification, and materials for the relocating of pipeline found to be in 36 conflict with proposed improvements from other construction activities. The pipeline 37 offset may be PVC, HDPE, Ductile Iron, or Cast Iron pipe. All ductile iron pipe shall 38 have polyethylene encasement. The unit price includes up to 50 linear feet of pipe 39 offset. Pipe relocation offsets greater than 50 linear feet shall be paid for under PIPE 40 INSTALLATION and other Pay Items. Pipe relocation offsets are often times in close 41 proximity to other utilities. All hand digging and other special precautions required to 42 protect other utilities is included in the unit price. The unit price shall include all costs 43 necessary to complete the offset and removing existing main including: survey layout 44 (based on property monuments established by others), material, connection sleeves, 45 reverse deadmen, joint restraints, polyethylene wrap on ductile iron pipe, tracer wire, 46

MEASUREMENT AND PAYMENT

01 20 01-19 pavement cutting, backfilling, pressure testing, field layouts, and Project Record 1 Documents. Excavation and dewatering for pipeline relocation offsets are separate pay 2 items. 3

Measurement: The quantity to be paid under this item will be in accordance with 5 each (EA) pipe relocation offset completed. 6

UTILITY INITIAL EXCAVATION 10

Pay Items 12

PW-331101-601-0006 Initial Excavation, 0' - 6' Depth 14 PW-331101-601-0608 Initial Excavation, 6' - 8' Depth 15 PW-331101-601-0810 Initial Excavation, 8' - 10' Depth 16 PW-331101-601-1012 Initial Excavation, 10' - 12' Depth 17 PW-331101-601-1214 Initial Excavation,12' - 14' Depth 18 PW-331101-601-1416 Initial Excavation, 14' - 16' Depth 19

Description: The work consists of furnishing all labor, equipment, materials, traffic 21 control and supervision necessary for the excavation exposing up to 30 linear feet of 22 existing potable or reclaimed water pipe as measured along the pipe in a horizontal 23 plane. The unit price shall contain all costs necessary to expose the pipe, temporary 24 sheeting not ordered by the Engineer, dewatering, crushed stone, stabilization and 25 protection of existing utilities, barricades and necessary traffic control, property 26 protection, backfilling, compaction, and all other related and necessary materials 27 required to expose the pipe to be repaired in accordance with the Contract 28 Documents. There shall be one Initial Excavation per work site unless otherwise 29 approved by the Engineer. The following items, if required or as determined by the 30 Engineer, will be paid for under other Contract Pay Items: pipeline point repair, 31 pipeline offset relocation, select backfill material, well point dewatering, by-pass 32 pumping, surface restoration, sheeting left in place and pavement restoration. 33

Measurement: The quantity to be paid for under this item shall be the actual number 35 of each (EA) per job assignment for initial excavation made in conjunction with 36 exploration or pipe repair at the various cut ranges listed in the Proposal. The cut for 37 Initial Excavation shall be the average of the pipe cut (grade elevation minus the pipe 38 invert elevation) measured at each end of the trench, which measures 30 feet in 39 length or less in conjunction of pipeline point repair or relocation offset. 40

MEASUREMENT AND PAYMENT

01 20 01-20

ADDITIONAL EXCAVATION 1

Pay Items 3

PW-331101-602-0006 Additional Excavation, 0' - 6' Depth 5 PW-331101-602-0608 Additional Excavation, 6' - 8' Depth 6 PW-331101-602-0810 Additional Excavation, 8' - 10' Depth 7 PW-331101-602-1012 Additional Excavation, 10' - 12' Depth 8 PW-331101-602-1214 Additional Excavation, 12' - 14' Depth 9 PW-331101-602-1416 Additional Excavation, 14' - 16' Depth 10

Description: The work consists of furnishing all labor, equipment, materials, traffic 12 control and supervision necessary for the excavation to expose existing pipe as 13 measured in the horizontal plane in excess of the original 30 linear feet included in 14 Initial Excavation pay item. This Pay Item is applicable only in conjunction with, and 15 includes the same work as listed in Initial Excavation pay item. 16

Measurement: Measurement of payment shall be the actual number of linear feet 18 (LF) per job assignment for additional excavations made in conjunction with 19 exploration of pipeline point repair or relocation offset. 20

INITIAL WELL POINT DEWATERING 23

Pay Items 25

PW-331101-650-0608 Well Point Dewatering-Initial - 6' - 8' Depth 27 PW-331101-650-0810 Well Point Dewatering-Initial - 8' - 10' Depth 28 PW-331101-650-1012 Well Point Dewatering-Initial - 10' - 12' Depth 29 PW-331101-650-1214 Well Point Dewatering-Initial - 12' - 14' Depth 30 PW-331101-650-1416 Well Point Dewatering-Initial - 14' - 16' Depth 31 PW-331101-650-1699 Well Point Dewatering-Initial > 16' Depth 32

Description: Measurement and payment of this pay item is based on the 34 mobilization and set up of dewatering equipment as required by the Contractor and 35 allowed or directed by the Engineer to perform contracted work in accordance with 36 the Technical Specifications. The work shall include all labor, equipment and 37 materials, testing, and any required incidentals necessary to completely install, 38 monitor and operate the dewatering system including the placement of up to ten (10) 39 well points to the various depths listed in the proposal per job assignment. The 40 dewatering system shall stabilize the excavation and remain in operation until 41 backfilling operations are complete. This pay item shall include the maintenance, 42 repairs, pumps, fueling, oiling greasing, and other operational support procedures 43 and supplies required for the operation of the system. 44

MEASUREMENT AND PAYMENT

01 20 01-21

Well point dewatering is an authorized pay item only when the installation is below 6 1 feet in depth and site conditions warrant or on emergency response work where site 2 conditions warrant as directed by the County representative. 3

Measurement: The quantities to be paid for under this item shall be based on the 5 depth of each (EA) dewatering system per job assignment, installed and accepted. 6

ADDITONAL WELL POINTING 10

Pay Items 12

PW-331101-651-0608 Well Point Dewatering-Add'l - 6' - 8' Depth 14 PW-331101-651-0810 Well Point Dewatering-Add'l - 8' - 10' Depth 15 PW-331101-651-1012 Well Point Dewatering-Add'l - 10' - 12' Depth 16 PW-331101-651-1214 Well Point Dewatering-Add'l - 12' - 14' Depth 17 PW-331101-651-1416 Well Point Dewatering-Add'l - 14' - 16' Depth 18 PW-331101-651-1699 Well Point Dewatering-Add'l > 16' Depth 19

Description: This item provides all labor, materials and equipment for the placement 23 and operation of additional well points over and above the ten (10) well points paid for 24 under Well Point Dewatering- Initial pay item. The work includes connection of the well 25 points to the dewatering pumping equipment. 26

Measurement: The quantity to be paid under this item will be the actual number of 28 each (EA) well points placed and operated in the work as directed by the County 29 representative for the various depths listed in the proposal less the ten (10) paid for 30 under Well Point Dewatering- Initial pay item. 31

GROUP D – RESTORATION 35

ROADWAY BASE 39

Pay Items 41

200-1000 ROADWAY BASE, Lime Rock, Primed, Min. LBR 43 100, Variable Thickness 44

204-1000 ROADWAY BASE, Crushed Concrete/Graded 45

MEASUREMENT AND PAYMENT

01 20 01-22

Aggregate, Min. LBR 100, Variable Thickness 1 234-1250-000 SUPERPAVE ASPHALT BASE, Type B 12.5, 2

Variable Thickness 3

Description: Reference Pinellas County Standard Technical Specifications for 5 Roadway and Related Construction – latest edition (Spec 200, 204, and 234). 6

Measurement: Reference Pinellas County Standard Technical Specifications for 8 Roadway and Related Construction – latest edition (Spec 200, 204, and 234). 9

Payment: Reference Pinellas County Standard Technical Specifications for 11 Roadway and Related Construction – latest edition (Spec 200, 204, and 234). 12

ROADWAY SURFACE COURSE 16

Pay Items 18

334-3095-000 SUPERPAVE ASPHALT CONCRETE, Type SP 20 9.5,…