C04e Measurement PYMT Spec 1240LT26Q0109 102026.pdf

Horrocks PN UT-10875-25 US Forest Service

February, 2026 Buckboard Marina Water System Improvements

Measurement and Payment

01 02 50Page 1 of 12

SECTION 01 02 50

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Measurement and payment criteria applicable to portions of the Work performed under a unit price payment method.

1.2 RELATED SPECIFICATIONS – NOT USED

1.3 MEASUREMENT OF QUANTITIES

A. Measurement Devices:

1. Weigh Scales: Inspected, tested and certified by the applicable state Weights and Measures department within the past year.

2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle.

3. Metering Devices: Inspected, tested and certified by the applicable State department within the past year.

1.4 PAYMENT

A. Payment for each Bid item includes full compensation for all required labor, materials, products, tools, equipment, manufacturing, transportation, services and incidentals;

application or installation; permits, taxes, royalties, import costs, overhead and profit.

1.5 DESCRIPTION OF BID ITEMS

A. The work generally consists of the following, which are numbered according to the Bid schedule:

B. Base Bid – New Raw Water Intake and Irrigation

1. Mobilization – Measurement is by lump sum. Payment includes mobilization, demobilization, installation of temporary facilities, construction fencing, all bonds, insurances, permits and fees, traffic control, public outreach, coordination, erosion control, SWPPP and implementation of erosion control, quality control and testing of materials, preparation of project schedule, project identification sign, construction survey and layout, final cleanup and project closeout, and all other items not specifically called for in any other Bid item or called for in the Drawings and Specifications or is customary, incidental or appurtenant to performance of a complete project. Payments shall be made on according to the schedule established in Paragraph G.1 herein.

2. SWPPP (Erosion Control) – Measurement is by lump sum. Payment includes all labor, materials, incidental costs, material placement, silt fencing, and permitting costs as required to produce, permit, and implement the Stormwater Pollution Prevention Plan as indicated in the drawings.

3. Clear and Grub – Measurement is by acre. Payment includes clearing, grubbing, and removal of all vegetation, trees, brush, roots, stumps, organic matter, and other objectionable materials within the limits shown on the Drawings or as directed by the Engineer.

4. Construction Staking – Measurement is by lump sum. Payment includes all labor, equipment, materials, and personnel necessary to perform construction surveying and

01 02 50Page 2 of 12 staking required for the project.

5. Material Import/Export – Measurement and Payment shall be made by the cubic-yard of imported soil and price per cubic-yard shown on the bid schedule. This item shall be used only for material the Contracting Officer deems unsuitable for use in excavation and grading work on the site. Payment includes:

a. All earthwork, excavation, and trenching required to export unsuitable material and import suitable material.

b. Borrow materials, royalties, and import cost

c. Transportation, loading and hauling of unsuitable material for export and import of suitable material.

6. 40 GPM In-Line Treatment Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 40 GPM in-line treatment booster pump including but not limited to:

a. Connection to main line to transfer raw water from the raw water supply line to the irrigation system.

b. All trenching, bedding, dewatering and related earthwork

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items

e. Bedding materials, royalties, and import cost

f. Surface restoration, fence repair and cleanup

g. Initial start up upon completion of construction

h. Variable Frequency Drive and related electrical work for the soft start operations.

i. Backup pump

7. 50 GPM In-Line Irrigation Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 50 GPM in-line irrigation booster pump including but not limited to:

a. Connection to irrigation line to transfer culinary water from the storage tanks to the end use facilities on the main line.

b. All trenching, bedding, dewatering and related earthwork

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items

e. Bedding materials, royalties, and import cost

f. Surface restoration, fence repair and cleanup

g. Initial start up upon completion of construction

h. Variable Frequency Drive and related electrical work for the soft start operations.

i. Backup pump

8. 75 GPM Pump House Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 75 GPM pump house booster pump including but not limited to:

a. All fittings and related piping materials necessary to install the pump in the layout shown on the civil plans.

b. Submittal of pump specifications to the Contracting Officer for approval.

c. Installation of the booster pump and initial startup upon completion of construction.

d. All electrical work required to put the pumping system into working order.

e. Variable Frequency Drive and related electrical work for the soft start operations.

f. Backup Pump

01 02 50Page 3 of 12

9. 75 GPM Submersible Water Pump – Measurement is by each. Payment includes all items associated with installation of the 75 GPM submersible pump including but not limited to:

a. All fittings and related piping materials necessary to install the pump in the layout shown on the civil plans.

b. Submittal of pump specifications to the Contracting Officer for approval.

c. Installation of the booster pump and initial startup upon completion of construction.

d. All electrical work required to put the pumping system into working order.

e. Variable Frequency Drive and related electrical work for the soft start operations.

f. Backup Pump

10. Pump House Structure & Electrical – Measurement is by lump sum. Payment includes all items associated with construction of the pump house structure and electrical including but not limited to:

a. Submittal to the Contracting Officer of a pre-cast concrete Pump House Building in the general configuration shown on the civil drawings.

b. All earthwork and site preparation necessary to prepare the site for the reception of the pre-cast pump house at the finished floor elevation shown on the civil drawings.

c. All interior concrete work to install the casing pipe entry space through the floor and reinforced concrete pipe support blocks laid out in the general configuration shown on the civil plans.

d. All electrical work required to connect to bring electrical service into the building from the meter not included in other bid items.

11. Pump House Piping – Measurement is by lump sum. Payment includes all items associated with construction of the pump house piping including but not limited to:

a. Installation of all valves, bends, fittings, strainers, meters, pipe supports, etc associated with the interior piping in the pump house as shown in the civil plans.

b. All incidental work required to install the pump house piping per the plans and specifications.

12. Electrical Transformer– Measurement is by each. Payment includes all items associated with installation of the electrical transformer on the power line extension up to the utility demarcation including but not limited to:

a. Installation of Service of the new transformer to provide 120/240V power to the pumps. – To be coordinated with Rocky Mountain Power.

13. Electrical Power Pole – Measurement is by each. Payment includes all items associated with installation of the electrical power poles including but not limited to:

a. Installation of the new power poles near pump house.

b. All earthwork, trenching, bedding, backfill, compaction and general site preparation necessary to install the service from the end of the RMP responsibility into the pump house breaker panels.

14. Overhead Electrical Service Line to Pumphouse – Measurement is by lineal foot.

Payment includes all items associated with construction of the overhead electrical service line including but not limited to:

a. Coordination with Rocky Mountain Power (RMP) to get overhead powerlines installed from the existing power system East of Forest Road 009 to the new Pump House (regardless of actual demarcation point).

b. Installation of Service from the new power pole and transformer nearest the pumphouse to the building panels.

c. All earthwork, trenching, bedding, backfill, compaction and general site

01 02 50Page 4 of 12 preparation necessary to install the service from the end of overhead power into the pump house breaker panels.

15. Communication Line Extension – Measurement is by lineal foot. Payment includes all items associated with construction of the communication line extension to the utility demarcation point including but not limited to:

a. Coordination with Union Wireless (UW) to get fiber-optic line installed from the existing line along Forest Road 009 to the new Treatment Plant.

b. Installation of Service from existing fiber-optic nearest the treatment plant to the demarcation junction box located on the treatment plant building.

c. All earthwork, trenching, bedding, backfill, compaction and general site preparation necessary to install the service from the existing fiber-optic line to the demarcation..

d. All incidental work required to install the communication line per the plans and specifications.

16. Design-Build Electrical Operating System – Measurement is by lump sum. Payment includes:

a. Submittal to the Contracting Officer of a detailed electrical plan set stamped by an electrical engineer licensed in the State of Wyoming. Plan set shall include electrical loads, wire sizes, one-line diagrams, circuit details, electrical component layout and any other electrical component instructions required to install the electrical system.

b. Coordination with the pump and other electrical equipment manufacturers.

c. Installation of phase converter from the single phase to three phase power.

d. Installation of the Variable Frequency Drives (VFD’s) that operate the pump systems.

e. Installation of the SCADA system and communication wiring between the pump house and the treatment facility.

f. Electrical wiring for all interior pump house components including automatic louver vents, unit heater, lighting, receptacles, pump drives and works, SCADA system components, communication wires inside the building and any other electrical system needs not specifically mentioned elsewhere to make the pump systems function as intended for the project as shown in the civil plans.

g. Electrical wiring for all in-line pumps located in manholes including float controls, pump drives and works, electrical panels, SCADA system components, communication wires to treatment plant control center, and any other electrical system needs not specifically mentioned elsewhere to make the pump systems function as intended for the project as shown in the civil plans.

h. Backup power for distribution system pump per WYDEQ standards including, but not limited to, on-site propane-fueled generator with propane tank sized to operate the generator a minimum of 24 hours without refueling. Concrete pad per generator manufacturer requirements and concrete pad for propane tank, propane, and electric connections and all other related work required for the system to function are also included.

17. Cofferdam – Measurement is by lineal foot. Payment includes all items associated with construction and removal of the coffer dam including but not limited to:

a. Submittal to the Contracting Officer, detailed construction drawings for the coffer dam, stamped by a geotechnical engineer licensed in the state of Wyoming. The cofferdam must be capable of holding back lake water to 20 feet of depth in the general layout shown in the provided civil drawings.

b. Installation of sheet piles and other cofferdam components.

c. All excavation, backfill, compaction, rock excavation, royalties, import costs and related earthwork required to install the cofferdam.

d. Dewatering of the cofferdam well and maintaining dry conditions for installing

01 02 50Page 5 of 12 intake components.

e. Incidental work required to accomplish the installation of the cofferdam per the plans and specifications.

f. Removal of the cofferdam components at the end of the construction activities within the cofferdam well.

18. 2” HDPE Non-Potable Water Pipe – Measurement is by linear foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the treatment booster pump.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

g. All incidental work required to install the pipe per the plans and specifications.

19. 3” HDPE Non-Potable Water Pipe – Measurement is by linear foot. No deduction of the length shall be made for fittings, valves, meters, etc. Measurement will be taken on the pipe prior to it entering the casing. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the submersible pump.

b. Installation of pipe chocks at intervals specified on the plans.

c. Installation of centralizers between the carrier and casing pipes.

d. Connections to the Galvanized Steel Pipe in the pump house.

e. All trenching, bedding, dewatering and related earthwork.

f. Installation of pipe including fusion of joints.

g. Installation of labeled warning ribbon and related items.

h. Surface restoration, fence repair and cleanup.

i. Fastening of electrical wire apparatus from the pump to the surface.

j. All incidental work required to install the 3” HDPE non-potable water pipe per the plans and specifications.

20. 1” Air/Vac Valves - Measurement is be each. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the air/vac valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new air/vacuum valve

c. All piping, fittings, valves, vents, piping materials, air vac, posts, barrel, lid, bends, screens and covers

d. All incidental work required to install the new air vac per the plans and specifications.

21. 2” Gate Valve - Measurement is by each gate valve installed on the water pipe. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

01 02 50Page 6 of 12

22. 3” Gate Valve – Measurement is by each gate valve installed on the water pipe. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

23. 8” HDPE DR-21 Casing Pipe – Measurement is by lineal foot. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to bulkhead.

b. Installation of pipe including fusion of joints, connection of stabilizers, and general requirements associated with sinking the pipe to the lakebed from a watercraft floating on the surface of the lake.

c. All trenching, bedding, dewatering and related earthwork

d. Installation of pipe including fusion of joints.

e. Installation of labeled warning ribbon and related items

f. Bedding materials, royalties, and import cost

g. Surface restoration, fence repair and cleanup

h. All incidental work required to install the pipe

24. Concrete Bulkhead – Measurement is by lump sum. Payment includes all items associated with construction of the bulkhead including but not limited to:

a. Excavation, backfill, compaction, rock excavation, royalties, import costs, and related earthwork in excess of the trench excavation for the pipe.

b. Concrete reinforcement, formwork, and finishing.

c. Connection of the casing pipe to the sleeve inserted into the bulkhead.

d. All incidental work required to install the bulkhead.

25. 60” Concrete Manhole – Measurement is by each. Payment includes but is not limited to:

a. All excavation, bedding, backfill, compaction, rock excavation, and related earthwork not included in the waterline installation.

b. Removal of excavated materials including hauling and disposal cost

c. Precast concrete 4-foot manhole base with cast invert specific to the flow and inlet requirements shown on the drawings

d. Precast eccentric concrete cone manhole section, cast iron ring and cover, concrete grade rings, finish grade rings, manhole steps, and mastic sealants

e. Borrow materials, royalties, and import cost

f. Surface restoration and cleanup

g. All incidental work required to install the manhole

26. 6,000 gal. Dura-Crete Water Tank – Measurement is by each. Payment includes all items associated with installation of the storage tanks including but not limited to:

a. Submittal of pre-cast concrete tank plans to the Contracting Officer.

b. All earthwork, excavation, bedding and backfill related to the tank, but not paid in other items within this document.

c. Grouting around openings and connections to pipes.

d. Clean, flush, and disinfect components related to this item but not paid in other items within this document.

01 02 50Page 7 of 12

e. Installation of water levels to communicate to the pumps.

f. Surface restoration and cleanup related to this item but not paid in other items of this document.

27. Drain Drop Manhole – Measurement is by each. Payment includes all items associated with the installation of the manhole including but not limited to:

a. All excavation, bedding, backfill, compaction, rock excavation, and related earthwork not included in the waterline installation.

b. Removal of excavated materials including hauling and disposal cost

c. Precast concrete 4-foot manhole base with cast invert specific to the flow and inlet requirements shown on the drawings

d. Precast eccentric concrete cone manhole section, cast iron ring and cover, concrete grade rings, finish grade rings, manhole steps, and mastic sealants

e. Borrow materials, royalties, and import cost

f. Surface restoration and cleanup

g. All incidental work required to install the manhole

28. 4” HDPE Drain Pipe – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line.

d. All backfill, compaction, testing and documentation per Forest Service standards.

29. 2” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 2”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

30. 4” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 4”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

31. Asphalt Surface Repair – Measurement and Payment shall be made by the square foot and price per square foot shown on the bid schedule. Payment includes all items associated with construction of the asphalt repair including but not limited to:

a. All excavation, backfill, compaction and related earthwork to prepare the surface of areas to be paved.

b. Full depth cutting, trimming, hauling and disposal of existing asphalt pavement.

c. All items required to place and compact untreated base course materials to a depth of up to 8 inches that are not paid in other items within this document.

d. All items required to place and compact asphalt pavement in accordance with the civil drawings and specifications.

e. Tack coat asphalts.

01 02 50Page 8 of 12

f. Royalties and import costs not paid under other items within this document.

g. Surface restoration and cleanup.

32. Waterline Service Road – Measurement is by lineal foot. The measurement shall be taken along the centerline of the road. Payment includes all items associated with construction of the service road including but not limited to:

a. Earthwork for grading and installation of the roadway in the general configuration shown on the civil plans.

b. Hauling and disposal of refuse and organic materials cleared from the site.

c. Installation of culverts, swales and storm water conveyance channels as necessary to drain water from the service road and avoid ponding and washout.

d. Cut and fill materials necessary to keep grades generally following the natural ground contours, but avoiding sudden vertical grade changes and in general keeping a smooth transition between any vertical grade change.

e. Surface restoration and cleanup related to this bid item that are not paid by other items within this document.

C. Option 1– Underground Storage Tanks

1. 40 GPM In-Line Culinary Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 40 GPM in-line culinary booster pump including but not limited to:

a. Connection to main line to tranfser culinary water from the storage tanks to the end use facilities on the main line.

b. All trenching, bedding, dewatering and related earthwork

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items

e. Bedding materials, royalties, and import cost

f. Surface restoration, fence repair and cleanup

g. Initial start up upon completion of construction

h. Variable Frequency Drive and related electrical work for the soft start operations.

i. Backup pump

2. 2” HDPE Potable Water Pipe – Measurement is by linear foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connections of pipe to related facilities.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

g. All incidental work required to install the pipe per the plans and specifications.

3. 2” Gate Valve - Measurement is by each gate valve installed on the water pipe. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

01 02 50Page 9 of 12

4. 60” Concrete Manhole – Measurement is by each. Payment includes but is not limited to:

a. All excavation, bedding, backfill, compaction, rock excavation, and related earthwork not included in the waterline installation.

b. Removal of excavated materials including hauling and disposal cost

c. Precast concrete 4-foot manhole base with cast invert specific to the flow and inlet requirements shown on the drawings

d. Precast eccentric concrete cone manhole section, cast iron ring and cover, concrete grade rings, finish grade rings, manhole steps, and mastic sealants

e. Borrow materials, royalties, and import cost

f. Surface restoration and cleanup

g. All incidental work required to install the manhole

5. 6,000 gal. Dura-Crete Water Tank – Measurement is by each. Payment includes all items associated with installation of the storage tanks including but not limited to:

a. Submittal of pre-cast concrete tank plans to the Contracting Officer.

b. All earthwork, excavation, bedding and backfill related to the tank, but not paid in other items within this document.

c. Grouting around openings and connections to pipes.

d. Clean, flush, and disinfect components related to this item but not paid in other items within this document.

e. Installation of water levels to communicate to the pumps.

f. Surface restoration and cleanup related to this item but not paid in other items of this document.

D. Option 2 – Looped Water Distribution System

1. Clear and Grub – Measurement is by acre. Payment includes clearing, grubbing, and removal of all vegetation, trees, brush, roots, stumps, organic matter, and other objectionable materials within the limits shown on the Drawings or as directed by the Engineer.

2. Construction Staking – Measurement is by lump sum. Payment includes all labor, equipment, materials, and personnel necessary to perform construction surveying and staking required for the project.

3. 2” HDPE Potable Water Pipe – Measurement is by lineal foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the system.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

4. 1” Air/Vac Valve - Measurement is by each. No separate measurements shall be made for fittings. Payment includes all items associated with the installation of the air/vac valve including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new air vac

c. All piping, fittings, valves, vents, piping materials, air vac, posts, barrel, lid, bends, screens and covers

d. All incidental work required to install the new air vac.

01 02 50Page 10 of 12

5. 2” Gate Valve - Measurement is by each gate valve installed on the water pipe. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

6. Water Services – Measurement is by each. Payment includes all items associated with the construction of the water services including but not limited to:

a. All earthwork, excavation, trenching bedding and backfill related to this water service but not paid in other items within this document.

b. All fittings, piping materials, other items as shown on the drawings and as required to install the service that are not paid in other items within this document.

c. Clean, flush, pressure test, and disinfect components related to this item but not paid in other items of this document.

d. Surface restoration and cleanup related to this item but not paid in other items of this document.

7. Fire Hydrant - Mueller A-411– Measurement is by each. Payment includes all items associated with the installation of the fire hydrant including but not limited to:

a. All earthwork, excavation, trenching and backfill required in addition to that necessary to install the waterline under other items in this document.

b. All hydrants, pipe, fittings, piping materials, tees, valves, valve box and cover, and thrust blocks.

c. All backfill, compaction, testing and documentation per Forest Service standards.

8. 2” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 2”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

9. Tie-In A Through L – Measurement is by each. Payment includes all items associated with the connections at Tie-ins A through L as shown in the plans, including but not limited to:

a. All earthwork, excavation, trenching bedding and backfill not paid in other items within this document.

b. All fittings, valves, valve boxes and covers, piping materials, other items as shown on the drawings and as required in addition to those required to install the waterline described in the above pipe item(s)

c. All labor, equipment, expendable supplies, and services required to dewater existing pipelines, connect to, and refill the existing pipelines.

d. Clean, flush, pressure test, and disinfect components not paid in other items of this document.

e. Surface restoration and cleanup related to this tie in, but not paid in other items of this document.

01 02 50Page 11 of 12

10. Asphalt Surface Repair – Measurement and Payment shall be made by the square foot and price per square foot shown on the bid schedule. Payment includes all items associated with construction of the asphalt repair including but not limited to:

a. All excavation, backfill, compaction and related earthwork to prepare the surface of areas to be paved.

b. Full depth cutting, trimming, hauling and disposal of existing asphalt pavement.

c. All items required to place and compact untreated base course materials to a depth of up to 8 inches that are not paid in other items within this document.

d. All items required to place and compact asphalt pavement in accordance with the civil drawings and specifications.

e. Tack coat asphalts.

f. Royalties and import costs not paid under other items within this document.

g. Surface restoration and cleanup.

E. Option 4 – Water Meters

1. 2” Water Meter – Measurement is by each. Payment includes all items associated with the installation of water meters including but not limited to:

a. All earthwork, excavation, trenching and backfill required in addition to that necessary to install the waterline under other items in this document.

b. All meters, yokes and incidental connection materials, meter pits and covers, pipe, fittings, piping materials, tees, valves, and thrust blocks.

c. All backfill, compaction, testing and documentation per Forest Service standards.

F. Option 5 – Upgrade Treatment Plant

1. Design-Build Replacement of Water Treatment System – Measurement is by lump sum.

Payment includes all items associated with the installation of pipe including but not limited to:

a. Submittal to the Contracting Officer of a detailed water treatment facility plan set stamped by a qualified professional engineer experienced in the design for treatment facilities and licensed in the State of Wyoming. The plan set shall include all components of a complete water treatment package, designed to fit within the confines of the existing building. Plans will include location and diagrams of pumps, pipes, meters, electrical components, SCADA Components and all incidental items not specifically listed to provide a water treatment system capable of treating 40 gallons per minute. Treatment system plans shall meet all Wyoming State Division of Drinking Water rules governing water treatment.

b. Coordination with the treatment package manufacturer and electrical equipment manufacturers.

c. Installation of the complete treatment package including electrical systems and components.

d. Installation of the SCADA system and components not included elsewhere in this document.

G. Schedule G –Waterline Extension to Future Dock Location

1. 2” HDPE Potable Water Pipe – Measurement is by lineal foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the system.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

01 02 50Page 12 of 12

2. 2” Gate Valve (To Future Dock Location)- Measurement is by each gate valve installed on the non-potable water pipe. No separate measurements shall be made for fittings.

Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

3. 2” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 2”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

1.6 PAYMENT SCHEDULE FOR SELECTED LUMP SUM BID ITEMS

A. MOBILIZATION

1. This Bid item will be paid as follows:

Percent of

Original Contract Amount Earned

Percent of Mobilization to be Paid

5% 40% 15% 20% 40% 30% 50% 10%

END OF SECTION