8-Addendum No. 1.pdf

00300

2026 SW Water Project

NOTE: BIDS shall include sales tax and all other applicable taxes and fees. A total contract AMOUNT shall be entered for each item and shall be the product of the number under UNIT times the UNIT PRICE unless the units are a lump sum whereby the AMOUNT shall also reflect the lump sum price. AMOUNT column shall be totaled as indicated below.

REVISED BID SCHEDULE

Item No

DESCRIPTION QTY UNIT UNIT PRICE

(Material & Labor)

TOTAL

1 Mobilization 1 LS

2 Traffic Control 1 LS

3 Construction Surveying / Staking

1 LS

4 Storm Water Pollution Prevention Plan (SWPPP)

1 LS

5 Compaction / Density Control Test (Allowance)

1 LS $30,000.00 $30,000.00

6 Public Involvement 1 LS

7 12" DR-18 C900 Waterline 3,180 LF

8 8" DR-18 C900 Waterline (8"

UTBC)

8,015 LF

9 8" DR-18 C900 Waterline (9"

UTBC)

2,060 LF

10 6" DR-18 C900 Waterline 260 LF

11 Bell Joint Clamp 5 EA

12 Extend 3/4" Existing Water Service to New Main

36 EA

13 Extend 1" Existing Water Service to New Main

94 EA

14 Connect to Existing Water Service

97 EA

15 Sewer Lateral Half Loop & Reconnect (As Needed)

26 EA

16 12" Butterfly Valve 6 EA

17 8" Gate Valve 29 EA

18 6" Gate Valve 33 EA

19 12" 45° Bend 9 EA

20 12" 22.5° Bend 1 EA

21 12" 11.25° Bend 5 EA

22 8" 90° Bend 3 EA

23 8" 45° Bend 25 EA

24 8" 22.5° Bend 9 EA

25 8" 11.25° Bend 15 EA

26 6" 45° Bend 3 EA

27 8" Cross 2 EA

28 12" x 12" Tee 1 EA

29 12" x 8" Tee 5 EA

30 12" x 6" Tee 9 EA

31 8 x 8" Tee 9 EA

32 8" x 6" Tee 16 EA

33 6" x 6" Tee 1 EA

34 8" x 6" Reducer 9 EA

35 12" Sleeve 3 EA

36 8" Sleeve 9 EA

37 6" Sleeve 2 EA

38 Remove Existing Fire Hydrant 30 EA

39 Install New Fire Hydrant Assembly

31 EA

40 12" Waterline Loop 3 EA

41 8" Waterline Loop 7 EA

42 8" Dual Wall Perforated HDPE Pipe

1,524 LF

43 48" Ø Groundwater Manhole 7 EA

44 Connect New Pipe to Existing Structure

2 EA

45 Connect Existing Pipe to New Structure

3 EA

46 Connect New Pipe to Existing Pipe

3 EA

47 Groundwater Lateral Reconnect

16 EA

48 Groundwater Lateral Extension & Reconnect

10 EA

49 Groundwater Lateral Half Loop & Reconnect (As Needed)

40 EA

50 3" Temporary Asphalt (1/2"

PG 58-28)

22,136 SF

51 4" Asphalt (3/8" PG 58-28) 114,700 SF

52 5" Asphalt (3/8" PG 58-28) 436 SF

53 Adjust Manhole to Finish Grade With Concrete Collar

1 EA

54 Adjust Valve to Finish Grade with Concrete Collar

55 EA

55 5' Cross Gutter 230 LF

56 6' Monolithic Curb, Gutter & Sidewalk

710 LF

57 6' Monolithic Drive Approach 175 LF

58 2' Curb & Gutter 125 LF

59 Modified ADA Ramp 2 EA

60 4" Concrete Flatwork Over 4"

UTBC

500 SF

GRAND TOTAL

Respectfully submitted:

Contractor Name Telephone Number

License Address

Signature City, State & Zip

Title ..... Date

Federal I.D. Number

(SEAL - if BID is by a corporation)

Attest:

SECTION 00900

REVISED SPECIAL CONDITIONS

2026 SW Water Project

AMENDMENTS TO THE DETAILED SPECIFICATIONS

SC 00700 GENERAL CONDITIONS

19 PAYMENT TO CONTRACTOR

19.8 General WORK includes the bid items. Lump sum and unit bid items will be in effect without further measurement unless changes are ordered in writing by engineer. Neat line quantities have been provided in the bid schedule as basis for adjustment of payment in the event changes in the work are ordered by the engineer. These quantities given are determined from computations based on the plans and details and no guarantee is given that they will equal the quantities as constructed.

If no changes are made in the work, no allowance will be made in the event actual quantities overrun or under run the estimated quantities. Payment for these items shall constitute full compensation for all labor, equipment, tools, and other items necessary and incidental to the completion of the work.

19.9 Measurement & Payment

GENERAL

1. MOBILIZATION

Includes bringing all necessary equipment to do the work to the site, all labor, materials and equipment to set up temporary offices, facilities, signs and utilities, all premiums on bonds and insurance and removal of all equipment and temporary facilities. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a lump sum basis.

Notes:

Amount When Paid

25% of Bid Item With first partial payment request after installation of bid item.

Partial payment based on overall percentage of the project completed.

With each subsequent partial payment request.

2. TRAFFIC CONTROL

Includes a site specific, to scale, traffic control plan which shall be submitted and approved by the City Engineer before any construction may begin. Contractor is responsible for all Traffic Control and detour specifications on all constructed roadways. The City Engineer may reasonably alter the guidelines listed. Residents shall have access to their driveways at all times unless approved by the Project Manager. Exceptions for temporary access disruptions shall be made for reasonable instances the Project Manager deems necessary. Night work on UDOT roads required. Night work will be considered on a case by case basis and will require city council approval. Any trench may be open for not more than one block at a time. Trenches are not to be open for more than 5 days in any one location. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a lump sum basis.

installation of bid item.

Partial payment based on

3. CONSTRUCTION SURVEYING / STAKING

Includes all work and materials incidental to the surveying / stakeout of the project.

The OWNER shall provide control to the CONTRACTOR. The drawing and datum are in OREM 97. Work shall be done in accordance with Section 10 of the General Conditions. The surveyor is required to locate all manholes and water valve locations and ensure that these are accessible and restored after paving operations.

The contractor’s surveyor is required to provide construction stakeout for the new improvements. Plans and electronic drawings will be provided to the CONTRACTOR. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications.

Payment is on a lump sum basis.

installation of bid item.

Partial payment based on

4. STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

Includes Storm Water Pollution Prevention Plan (SWPPP) (SWPPP PLAN;

SUBMITTAL REQUIRED). Submittal plan and report shall include detailed protection of sediment erosion control - on and off site, inlet protection measures, dust control, etc. Report shall conform to City of Orem’s SWPPPCAP and the State of Utah’s requirements. Report shall state that all entrances and exits to the construction area will be free from tracking and methods by which tracking will be eliminated. Report shall state that all concrete wash out areas will be properly contained and detail how it will be accomplished. Report and plan shall show clearly which inlets or other feature will be protected and the methods used to accomplish the protection. Report shall state that ALL fabric/fiber rolls shall be inspected daily and replaced when ineffective or at minimum every 2 weeks or when a storm is reported to have accumulated 1/4” of rain in a 24-hour period as measured by the nearest rain gage station. Report shall state that at least one dewatering bag shall be onsite for the duration of the project and more will be used if an incident requires the use of more than one. The daily reporting log shall be submitted to the Project Manager weekly. Report shall state that the roadway shall be kept clean and free from excessive dust and debris and a detailed accounting of the means by which this will be accomplished. Report shall be submitted ONE WEEK PRIOR to Preconstruction Meeting to ENGINEER. Partial payments will be made as SWPPP logs are received and SWPPP is executed. No payment shall be made for ineffective SWPPP as determined by the PROJECT MANAGER.

Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a lump sum basis.

Notes:

Percentage of work With each partial payment request.

complete.

5. COMPACTION / DENSITY CONTROL TEST (ALLOWANCE)

Includes compaction, density, coring, profilograph and other quality control testing from third-party contractor. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is an allowance. Contractor shall submit tests where and when the OWNER desires. The contractor shall submit costs to the OWNER. The contractor shall add 15% to the actual cost of the testing. A plan and cost breakdown will be coordinated with the city (Submittal Required). The amount of $30,000.00 shall be included in the Bid Documents. A profilograph will be performed on each road in this project, paid directly by the City. Contractor required to coordinate project schedule with the City to complete testing before the start of the project.

Notes:

Amount When Paid

Percentage of work complete.

With each partial payment request.

6. PUBLIC INVOLVEMENT

Includes Work related to public involvement for the project that the contractor and Orem City deem necessary to inform the public of the project status. Work for public involvement shall be done by a third party subconsultant. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a lump sum basis.

installation of bid item.

Partial payment based on

7. 12” DR-18 C900 WATERLINE

Includes all work and materials incidental to the work of installing the 12” DR-18 C900 WATERLINE including labor, materials, surveying, layout, joint restraint (Megalug or approved equivalent), saw cutting, excavation, imported pipe bedding, imported backfill, compaction, ground water pumping, pipe, thrust restraints, tracer wire, connections, fittings, cutting, pressure testing, disinfection, clean up, disposal of excess materials, roadbase (8” UTBC), any other utility restoration, restoration of any affected striping, sod, landscaping and sprinkler restoration and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the installation of the 12” DR-18 C900 WATERLINE, removal and disposal of any existing waterline as needed (including tees, valves, bends, connections, fittings, reducers, concrete, etc.), or plugging any existing or abandoned waterlines as required by the project manager. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

This item includes all labor, equipment, and other costs for the installation and compaction of imported backfill.

This item includes all work and associated costs to remove and dispose of excess material.

Trench box and/or shoring may be required to install waterline.

Contractor will pothole any existing utilities, and deflect waterline if needed to avoid conflicts, as required by the project manager.

No price adjustment shall be made for minor waterline alignment and connection changes.

This item specifically includes abandoning existing waterlines and valves and shown in the Construction Drawings.

This item specifically includes 8” of compacted roadbase.

Includes 920 square feet of landscape and sprinkler restoration at

Springwater Park and between Springwater Drive and Sleepy Ridge Drive.

8. 8” DR-18 C900 WATERLINE (8” UTBC)

Includes all work and materials incidental to the work of installing the 8” DR-18

(Megalug or approved equivalent), saw cutting, excavation, imported pipe bedding, imported backfill, compaction, ground water pumping, pipe, thrust restraints, tracer wire, connections, fittings, cutting, pressure testing, disinfection, clean up, disposal of excess materials, roadbase (8” UTBC), any other utility restoration, restoration of any affected striping, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the installation of the 8” DR-18 C900 WATERLINE, removal and disposal of any existing waterline as needed (including tees, valves, bends, connections, fittings, reducers, concrete, etc.), or plugging any existing or abandoned waterlines as required by the project manager. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

This item includes all work and associated costs to remove and dispose of excess material.

Trench box and/or shoring may be required to install waterline.

Contractor will pothole any existing utilities, and deflect waterline if needed to avoid conflicts, as required by the project manager.

Contractor to identify locations of all striping areas affected and quantities needed.

No price adjustment shall be made for minor waterline alignment and connection changes.

This item specifically includes abandoning existing waterlines and valves and shown in the Construction Drawings.

This item specifically includes 8” of compacted roadbase.

This item includes the 2 8” to 8” Hot Tap and the installation of 2 thrust block at 800 S. & 1370 W. and 1420 W. & 800 S. (Sheet UT-16) Approximately 465 LF of this item will be installed with min. 68” of cover due to shallow sewer line in the area located at 1490 W From 730 South to 650 South.

9. 8” DR-18 C900 WATERLINE (9” UTBC)

Includes all work and materials incidental to the work of installing the 8” DR-18

(Megalug or approved equivalent), saw cutting, excavation, imported pipe bedding, imported backfill, compaction, ground water pumping, pipe, thrust restraints, tracer wire, connections, fittings, cutting, pressure testing, disinfection, clean up, disposal of excess materials, roadbase (9” UTBC), any other utility restoration, restoration of any affected striping, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the installation of the 8” DR-18 C900 WATERLINE, removal and disposal of any existing waterline as needed (including tees, valves, bends, connections, fittings, reducers, concrete, etc.), or plugging any existing or abandoned waterlines as required by the project manager. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price

This item includes all work and associated costs to remove and dispose of excess material.

Trench box and/or shoring may be required to install waterline.

Contractor will pothole any existing utilities, and deflect waterline if needed to avoid conflicts, as required by the project manager.

Contractor to identify locations of all striping areas affected and quantities needed.

No price adjustment shall be made for minor waterline alignment and connection changes.

This item specifically includes abandoning existing waterlines and valves and shown in the Construction Drawings.

This item specifically includes 9” of compacted roadbase.

Approximately 465 LF of this item will be installed with min. 68” of cover due to shallow sewer line in the area located at 1490 W From 730 South to 650 South.

10. 6” DR-18 C900 WATERLINE

Includes all work and materials incidental to the work of installing the 6” DR-18

(Megalug or approved equivalent), saw cutting, excavation, imported pipe bedding, imported backfill, compaction, ground water pumping, pipe, thrust restraints, tracer wire, connections, fittings, cutting, pressure testing, disinfection, clean up, disposal of excess materials, roadbase (8” UTBC), any other utility restoration, restoration of any affected striping, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the installation of the 6” DR-18 C900 WATERLINE, removal and disposal of any existing waterline as needed (including tees, valves, bends, connections, fittings, reducers, concrete, etc.), or plugging any existing or abandoned waterlines as required by the project manager. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price

This item includes all work and associated costs to remove and dispose of excess material.

Trench box and/or shoring may be required to install waterline.

Contractor will pothole any existing utilities, and deflect waterline if needed to avoid conflicts, as required by the project manager.

Contractor to identify locations of all striping areas affected and quantities needed.

No price adjustment shall be made for minor waterline alignment and connection changes.

This item specifically includes abandoning existing waterlines and valves and shown in the Construction Drawings.

This item specifically includes 8” of compacted roadbase.

This item includes installing 2 6” caps & 2 thrust blocks as shown in the

Construction Drawings.

o 1640 W.

o 1680 W.

11. BELL JOINT CLAMP

Includes all work and materials incidental to the work of 8” BELL JOINT CLAMP including parts, connections, and labor. Bell joint clamp is required when water main joint is within 10’ of crossing beneath a SS lateral or SS main. SEE DETAIL N SHEET D4. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

12. EXTEND ¾” EXISTING WATER SERVICE TO NEW MAIN

Includes all work and materials incidental to the work of EXTEND EXISTING WATER SERVICE TO NEW MAIN including labor, materials, excavation to the new water main and to expose the existing service line, imported pipe bedding, imported backfill, ground water pumping, , new 3/4” copper pipe, thrust restraints, tracer wire, corp stop, connection to the new water main & existing lateral, valves, fittings for connection to both new main and existing service, cutting, pressure testing of the new service line, compaction testing, clean up, disposal of excess materials, roadbase (8” UTBC), curb, gutter, and sidewalk restoration, landscape and sprinkler restoration, any other utility restoration, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, or made inoperable by and incidental to the EXTEND EXISTING WATER SERVICE TO NEW MAIN. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis per linear foot of new copper service line installed and connected.

Notes:

This item includes all labor, equipment, and other costs for the installation and compaction of imported backfill.

This item includes all work and associated costs to remove and dispose of excess material.

This item includes approximately 36 lateral service connections, totaling approximately 340 feet

This item specifically includes 8” of compacted roadbase.

13. EXTEND 1” EXISTING WATER SERVICE TO NEW MAIN

Includes all work and materials incidental to the work of EXTEND EXISTING WATER SERVICE TO NEW MAIN including labor, materials, excavation to the new water main and to expose the existing service line, imported pipe bedding, imported backfill, ground water pumping, , new 1” copper pipe, thrust restraints, tracer wire, corp stop, connection to the new water main & existing lateral, valves, fittings for connection to both new main and existing service, cutting, pressure testing of the new service line, compaction testing, clean up, disposal of excess materials, roadbase (8” UTBC), curb, gutter, and sidewalk restoration, landscape and sprinkler restoration, any other utility restoration, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, or made inoperable by and incidental to the EXTEND EXISTING WATER SERVICE TO NEW MAIN. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis per linear foot of new copper service line installed and connected.

and compaction of imported backfill.

This item includes all work and associated costs to remove and dispose of excess material.

This item includes approximately 94 lateral service connections, totaling approximately 860 feet.

This item specifically includes 8” of compacted roadbase.

14. CONNECT TO EXISTING WATER SERVICE

Includes all work and materials incidental to the work of CONNECT TO EXISTING WATER SERVICE, including labor, materials careful connection of the existing service line (3/4” & 1”) to the new main, installation of necessary fittings and valves, thrust restraints, tracer wire connection, pressure testing of the new connection, clean up and surface restoration. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

This item includes approximately 82 1” connections and 15 ¾” connections.

15. SEWER LATERAL HALF LOOP & RECONNECT (AS NEEDED)

Includes all work and materials incidental to the work of installing the SEWER LATERAL HALF LOOP & RECONNECT including; labor, materials, surveying/ layout, potholing, saw cutting, excavation, imported backfill, imported pipe bedding, untreated base course, compaction, ground water pumping, pipe, connections, fittings, bends, cutting, disposal of excess materials, any other utility restoration, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the installation of the SEWER LATERAL HALF LOOP & RECONNECT. Work shall be done in accordance with the 2017 Manual of Standard Specifications, City of Orem Supplemental Document to the 2017 APWA Construction Specifications, APWA Amendments to 2017 Manual of Standard Specifications, and the Project Construction Drawings. Payment is on a contract unit price basis.

Notes:

The quantity of loops needed will be determined and approved in the field, only use as required by the project manager.

and compaction of imported backfill.

This item includes all work and associated costs to remove and dispose of excess material.

This item is specifically for addressing conflicts with groundwater or water installations where the Sewer Lateral conflicts need to be lowered and reconnected to the Sewer Main.

8” road base is included for this item.

16. 12” BUTTERFLY VALVE

Includes all work and materials incidental to the work including parts, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” BUTTERFLY VALVE. Item includes all materials to the work including grease/primer, Denso profiling mastic (or approved equal), wax tape, & plastic wrap. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications.

Payment is on a contract unit price basis.

Notes:

This item does not include concrete collars. The concrete collar item will be covered by item number 56, Adjust Valve to Finish Grade with Concrete Collar.

17. 8” GATE VALVE

noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8” GATE VALVE. Item includes all materials to the work including, grease/primer, Denso profiling mastic (or approved equal), wax tape, & plastic wrap. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

Notes:

This item does not include concrete collars. The concrete collar item will be covered by item number 56, Adjust Valve to Finish Grade with Concrete

18. 6” GATE VALVE

noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 6” GATE VALVE. Item includes all materials to the work including, grease/primer, Denso profiling mastic (or approved equal), wax tape, & plastic wrap. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

Notes:

This item does not include concrete collars. The concrete collar item will be covered by item number 56, Adjust Valve to Finish Grade with Concrete

19. 12" 45° BEND

Includes all work and materials incidental to the work including the 12” 45° ductile iron bend, mechanical joint accessory kits (including gaskets and restraints, etc.), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12" 45° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

This item includes both mechanical joint restraints (megalug or approved equivalent) and concrete thrust blocking as shown in detail B on sheet D1.

20. 12" 22.5° BEND

Includes all work and materials incidental to the work including the 12” 22.5° ductile iron bend, mechanical joint accessory kits (including gaskets and restraints, etc.), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12" 22.5° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem

Payment is on a contract unit price basis.

mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

21. 12" 11.25° BEND

Includes all work and materials incidental to the work including the 12” 11.25° etc.), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12" 11.25° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

22. 8" 90° BEND

Includes all work and materials incidental to the work including the 8” 90° ductile bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8" 90° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

23. 8" 45° BEND

Includes all work and materials incidental to the work including the 8” 45° ductile bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8" 45° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

24. 8" 22.5° BEND

Includes all work and materials incidental to the work including the 8” 22.5° ductile plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8" 22.5° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

25. 8" 11.25° BEND

Includes all work and materials incidental to the work including the 8” 11.25° etc.), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8" 11.25° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

26. 6" 45° BEND

Includes all work and materials incidental to the work including the 6” 45° ductile plastic wrap, tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 6" 45° BEND. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document mastic where needed to eliminate voids, install wax tape, install plastic wrap tape wrap, Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, and tape wrap.

27. 8" CROSS

Includes all work and materials incidental to the work including the 8” ductile iron cross in any configuration (All-Mechanical, All-Flanged, or any combination of MJ and Flanged ends), as required by the construction drawings. This item includes all necessary 8” flange x MJ adapters, mechanical joint accessory kits (including gaskets and restraints), flanged joint gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8” CROSS. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

This item includes all possible 8” cross configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install Polyethylene sheet and wax tape, install plastic wrap, then install tape wrap.

Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

28. 12” X 12” TEE

Includes all work and materials incidental to the work including the 12” x 12” ductile iron tee in any configuration (All-Mechanical Joint, All-Flanged or any combination of MJ and Flanged ends) as required by the construction drawings.

This Item includes all necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” X 12” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price

This item includes all possible 12” x 12” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

This item includes both flanged joint restraints and concrete thrust blocking as shown in detail B on sheet D1.

29. 12” X 8” TEE

Includes all work and materials incidental to the work including the 12” x 8” ductile iron tee in any configuration (All-Mechanical Joint, All-Flanged, or any combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” X 8” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 12” x 8” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, then install Polyethylene sheet and tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

30. 12” X 6” TEE

Includes all work and materials incidental to the work including the 12” x 6” ductile combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” X 6” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 12” x 6” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

31. 8” X 8” TEE

Includes all work and materials incidental to the work including the 8” x 8” ductile combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8” X 8” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 8” x 8” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

32. 8” X 6” TEE

Includes all work and materials incidental to the work including the 8” x 6” ductile combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8” X 6” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 8” x 6” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

33. 6” X 6” TEE

Includes all work and materials incidental to the work including the 6” x 6” ductile combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 6” X 6” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 6” x 6” tee configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

34. 8” X 6” REDUCER

Includes all work and materials incidental to the work including the 8” x 6” ductile iron reducer in any configuration (All-Mechanical Joint, All-Flanged, or any combination of MJ and Flanged ends), as required by the Construction Drawings.

This Item includes All necessary Mechanical Joint accessory kits (including gaskets and restraints), flange gaskets, bolts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 6” X 6” TEE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017

This item includes all possible 8” x 6” reducer configuration required for the project.

The contract unit price for this item will be applied regardless of the specific fitting configuration. No additional adjustment shall be allowed for changes in the configuration of the tee during construction.

Contractor shall grease/primer all bolts, nuts, fittings, etc., install profiling mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, MJ and Flange Gaskets, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and and tape.

35. 12” SLEEVE

Includes all work and materials incidental to the work including the 12” ductile iron Romac sleeve (or approved equal), mechanical joint accessory kits (including gaskets and restraints), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” SLEEVE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

36. 8” SLEEVE

Includes all work and materials incidental to the work including the 8” ductile iron gaskets and restraints), bolts, nuts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 8” SLEEVE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

This item includes both mechanical joint restraints (megalug or approved

37. 6” SLEEVE

Includes all work and materials incidental to the work including the 6” ductile iron gaskets and restraints), stainless steel bolts, grease/primer, Denso profiling mastic (or approved equal), wax tape, plastic wrap, Polyethylene sheet and with tape wrap, thrust blocks, connections, and labor, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 6” SLEEVE. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 mastic where needed to eliminate voids, install wax tape, install plastic wrap, Polyethylene sheet and then install tape wrap.

Submittal required for Grease/primer, bolts, profiling mastic, wax tape, plastic wrap, Polyethylene sheet and tape.

38. REMOVE EXISTING FIRE HYDRANT

Includes all work and material incidental to the work including; labor, materials, equipment, tools, testing, excavation, backfill, landscape and sprinkler restoration, new sod, fence restoration, and other items necessary and incidental to the completion of the work to REMOVE EXISTING FIRE HYDRANT. The contractor is to restore the area affected by the abandonment of the fire hydrant to a similar or better condition than what existed before removal of the fire hydrant. See detail H sheet D2. Payment is on a contract unit price basis.

39. INSTALL NEW FIRE HYDRANT ASSEMBLY

Includes all work and materials incidental to the work of installing a Fire Hydrant including; the cost to install the new fire hydrant assembly shown in Detail A Sheet D1 of the plans, labor, materials, joint restraints (Megalug or approved equivalent), removal, asphalt saw cutting, removal and disposal of existing waterline as needed (including existing tees, valves, etc.), tracer wire, pipe, fittings, includes all work from the new 6” gate valve to the new fire hydrant, surveying/ layout, excavation, imported bedding, ground water pumping, compaction, roadbase (8” UTBC), cutting, pressure testing, disinfection, cleanup, landscape restoration, sprinkler restoration, curb, gutter and sidewalk removal and replacement, imported backfill, concrete thrust blocks, fence restoration, mailbox restoration, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the INSTALL NEW FIRE HYDRANT ASSEMBLY. Work Shall be done in accordance with the Construction Drawings, 2017 APWA Standard Specification and the 2024 City of Orem Supplemental Document to the 2017 APWA Standard Construction Specifications. Payment is on a contract unit price basis.

Notes:

This item specifically includes all work to install the fire hydrant assembly from the new 6” gate valve to the fire hydrant.

40. 12” WATERLINE LOOP

Includes all work and materials incidental to the work of installing the 12” WATERLINE LOOP including; labor, materials, surveying/ layout, potholing, joint restraint (Megalug or approved equivalent), saw cutting, excavation, imported pipe bedding, imported backfill, compaction, asphalt, roadbase, ground water pumping, pipe, thrust restraints, tracer wire, connections, fittings, tees, reducers, bends, cutting, pressure testing, disinfection, clean up, disposal of excess materials, any other utility restoration, and the restoration of any other existing improvements not heretofore noted that have been adversely impacted, damaged, destroyed, or made inoperable by and incidental to the 12” WATERLINE LOOP.