11-SPEC-Measurement-Payment (250 West Roadway) - 7.17.2026.pdf

Measurement and Payment Page 1

Measurement and Payment

PART 1 - GENERAL

1.01 Description

This section shall define the method to be used to measure the work performed as described in the contract documents.

1.02 Authority

Where applicable, the Owner’s representative will take all measurements and compute quantities accordingly.

1.03 Details for Payment of Bid Items

A. The amount of work to be done or materials to be furnished under the contract as noted in the Bid Schedule are estimates and are not to be taken as an expression or implied statement that the actual amount of work or materials will correspond to the estimate.

B. The right is reserved to increase, decrease or entirely eliminate certain items from the work if found desirable or expedient, and the Contractor is cautioned against unbalancing of the bid by prorating overhead and profit into one or two items only when there are a number of items on the bid. The overhead, indirect charges and profit should be prorated on all items in the bid.

C. The Contractor will be allowed no claims for anticipated profits, loss of profits or for damages because of any difference between the estimated and the actual amounts of work done.

D. Payment for this schedule shall be at the unit price or lump sum as bid, which payment shall be full compensation for all required work necessary to complete this schedule as outlined in the specifications and shown on the drawings.

E. Unit prices or lump sum payments shall be considered full compensation for all direct and indirect costs, overhead, profit, insurance, bonds, taxes, fees, permits and for furnishing all materials, labor, equipment, tools and doing all work as shown on the project drawings, defined in the specifications and as stipulated herein. Bid prices shall include all protective and remedial measures to bring work into compliance with these contract documents.

F. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities accepted by the Owner’s Representative multiplied by the unit sum/price for Work which is added to or deducted from the initial scope of work.

1.04 Defect Assessment

A. Replace the Work, or portion of the Work, not conforming to specified requirements.

B. If, in the opinion of the Owner’s Representative it is not practical to remove and replace the Work, the Owner’s Representative will direct one of the following remedies:

1) The defective Work may remain, but the unit/lump sum price will be reduced 50 percent at the discretion of the Owner’s Representative.

2) The defective Work will be partially repaired to the instructions of the Owner’s

Representative, and the unit/lump sum price will be adjusted to a new sum/price at the discretion of the Owner’s Representative.

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1.05 Non-Payment for Rejected Products

Payment will not be made for any of the following:

1) Products wasted or disposed of in a manner that is not acceptable.

2) Products determined as unacceptable before or after placement.

3) Products not completely unloaded from the transporting vehicle.

4) Products placed beyond the lines and levels of the required Work.

5) Products remaining on hand after completion of the Work

6) Loading, hauling, and disposing of rejected Products.

1.06 Project Coordination

This project will require a significant amount of coordination and scheduling with other contractors doing work in the same area. The price to do this coordination shall be included in the unit prices for each bid item that will require coordination.

PART 2 - EXECUTION

2.01Measuremenent of Quantities

A. Measurement Devices:

a. Weigh Scales: Inspected, tested and certified by the Division of Weights and

Measures within the past 6 months.

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

c. Metering Devices: Inspected, tested and certified an applicable Utah State

Department within the past year.

B. Measurement by Volume: Measure by cubic dimension using mean length, width and height or thickness.

C. Measurement by Area: Measured by square dimension using mean length and width or radius.

D. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

E. Stipulated Sum/Price Measurement: Additive or Deductive Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work.

2.02 Submittals

The Contractor shall submit payment request to the Engineer for each bid item when it is substantially complete. The Engineer will review the submittal, verify that the work has been completed and meets the conditions in the contract Document. If the work is found satisfactory and completed, the Engineer will forward the payment request to the Owner for payment.

2.03 Retainage

When the payment request is made and found to be acceptable and substantially complete, payment will be made for 95% of the bid amount. The remaining 5% will be held by the Owner until completion of the project and the project has been closed out. Final close out will include submittal of “as-built” drawings to the Owner.

2.04 Bid Items

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250 West Roadway Reconstruction

Base Bid

Bid Item #1 General Conditions/Mobilization

Under this item the Contractor shall be paid the lump sum price bid as full compensation for all materials, labor and equipment for General Conditions and mobilization and demobilization.

This item includes all general items, coordination, SWPPP any additional BMP Required, time associated with changes, bringing to the site all equipment and facilities necessary to accomplish the work and upon completion of the work, along with clean up and removing from the site, the equipment and facilities and leaving the site in a manner acceptable to the Owner and Engineer. The contractor is responsible for all requirements associated with the notes throughout the construction documents. The Payment shall be made at 20% upon mobilization and initiation of the work, 20% upon clean up and demobilization, and the remaining 60% shall be prorated over the project and shall be paid in 20% increments based upon the work completed in the field, with a payment made when 25%, 50% and 75% of the work is complete.

Bid Item #2 Dust Control

Under this item, the Contractor shall be paid the lump sum price bid as full compensation for all dust control required. The lump sum price shall include water, equipment, labor, or whatever method is required to dust control the project. The Contractor must follow the city ordinances for dust control. The Contractor shall make his own determination of the dust control required and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #3 Traffic Control traffic control plan required for the project. The lump sum price shall include plan, equipment, labor, or whatever method is required to control traffic on the project. See technical specs in the traffic regulation technical specification. The Contractor is responsible to coordinate and submit to City of St. George encroachment permits. The city will cover all fees associated with the encroachment permit. The roadway will be allowed for a full road closure for a Max of 60 calendar days. After the 60 calendar day closure, a minimum of one lane must always be open converting Northbound traffic. The Contractor shall make his own determination of the traffic control & Encroachment permits required and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

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Bid Item #4 Pre-construction Conditions/SWPPP Documentation

Under this item, the Contractor shall be paid the lump sum price bid as full compensation for documenting the conditions of the site prior to start of construction and prepare all SWPPP documents. The documentation should clearly show any areas of concern or areas that have been damaged prior to the start of the project. The lump sum price shall include all equipment and labor that is required to complete the item. Documentation must show all conditions of the work site, not simply problem areas. If the existing features are damaged and not shown in the documentation it will be assumed that the damage occurred during construction.

Documentation should be overly extensive as opposed to limited in what is shown, described, or otherwise recorded. Documentation should be submitted electronically or Flash Drive.

Measurement shall be by completion of the documentation and physical evidence (i.e. Flash drive, or electronic pictures, notes, etc.) delivered to the City and Engineer. Proof of pre-construction documentation must be approved prior to starting work on the project. The

Contractor shall make his own determination of the payment for pre-construction conditions/SWPPP Documentation and base their lump sum price on that amount. No

Bid Item #5 Earthwork/Export/Clay Removal earthwork/export/clay removal material required. The lump sum price shall include equipment, labor, transportation, traffic control as required, flaggers as required, ripping, sur-charging, blasting or whatever method is required to excavate and export to the sub-grade lines as defined on the construction drawings. It is the contractor’s responsibility for determining soil moisture criteria and the soil condition. The contractor is to remove and dispose of this existing material to an offsite location determined by the contractor. Blending must adhere to the geotech recommendations. No staging of material is allowed in the project site, or adjacent hillside areas. The estimated quantity of earthwork/export/clay removal is provided in the construction documents. All material will be exported offsite and is the contractor’s responsibility. The contractor is to account for all fees associated with exporting the material.

The Contractor shall make his own determination of the volume of material to be exported and the effort required to make that excavation and base his lump sum price on that amount. No

Bid Item #6 Granular Structural Fill Import

Structural fill material required. The lump sum price shall include equipment, labor, transportation, traffic control as required, and flaggers as required. All areas requiring fill will first be moisture conditioned and follow the recommendation by the Geotechnical Engineer.

Dust Control shall be compensated under a separate bid item. The finish graded surface shall be

+- 0.10 feet from the design surface. All disturbed areas shall be graded to the finished design grade. It is the contractor’s responsibility for determining soil moisture criteria and the soil condition before re-use of any earthwork. The estimated quantity of import is provided in the construction documents. Any excess material will be exported offsite and is the contractor’s responsibility. The Contractor shall make his own determination of the volume of material to be imported and efforts to place, moisture condition, and compact the material and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted

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Bid Item #7 Lower Permeable Structural Fill Import

Structural fill material required. The lump sum price shall include equipment, labor, transportation, traffic control as required, and flaggers as required. All areas requiring fill will first be moisture conditioned and follow the recommendation by the Geotechnical Engineer.

Dust Control shall be compensated under a separate bid item. The finish graded surface shall be

+- 0.10 feet from the design surface. All disturbed areas shall be graded to the finished design grade. It is the contractor’s responsibility for determining soil moisture criteria and the soil condition before re-use of any earthwork. The estimated quantity of import is provided in the construction documents. Any excess material will be exported offsite and is the contractor’s responsibility. The Contractor shall make his own determination of the volume of material to be imported and efforts to place, moisture condition, and compact the material and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted

Bid Item #8 Rock Track-out Pad installing and maintaining the tire clean-off as detailed in the construction drawings. Installation of rock tracking pad must be constructed as shown in the construction drawings. If the rock tracking pad is not maintained and effectiveness is reduced a tire wash will be required without additional pay. The tracking pad may be required to be relocated during the construction of the project; it is the contractor’s responsibility to relocate the tracking pad. At the end of the project the contractor will be required to remove the tracking pad. The Contractor shall make their own determination of the material, equipment, and labor, and base the lump sum price on that amount required. No adjustments shall be made to the lump sum price quoted.

Bid Item #9 SWPPP Items

Under this item, the Contractor shall be paid the lump sum price as full compensation for any

SWPPP items. The Contractor shall make their own determination of the effort to include berm bags, filter fabric, and/or any other silt and debris preventions items necessary to satisfy best management practices and base their lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid item #10 Remove Existing Asphalt

Under this item, the Contractor shall be paid the lump sum price as full compensation for removal of all existing asphalt detailed in the construction drawings. The lump sum price shall include removal and off-site disposal of the materials, and any fees associated with transport or disposal, saw cutting. All material must be hauled offsite. The Contractor shall make their own determination of the effort to remove the existing items along with any equipment, labor or miscellaneous items required to do so, and base the lump sum price on that amount required.

No adjustments shall be made to the lump sum price quoted.

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Bid item #11 Remove Existing Concrete removal of all existing concrete detailed in the construction drawings. The lump sum price shall include removal and off-site disposal of the materials, and any fees associated with transport or disposal, saw cutting. All material must be hauled offsite. The Contractor shall make their own determination of the effort to remove the existing items along with any equipment, labor or miscellaneous items required to do so, and base the lump sum price on that amount required.

No adjustments shall be made to the lump sum price quoted.

Bid item #12 Remove Existing Waterway removal of the existing waterway detailed in the construction drawings. The lump sum price shall include removal and off-site disposal of the materials, and any fees associated with transport or disposal, saw cutting. All material must be hauled offsite. The Contractor shall make their own determination of the effort to remove the existing items along with any equipment, labor or miscellaneous items required to do so, and base the lump sum price on that

Bid item #13 Remove Existing Curb and Gutter removal of the existing curb and gutter detailed in the construction drawings. The lump sum price shall include removal and off-site disposal of the materials, and any fees associated with transport or disposal, saw cutting. All material must be hauled offsite. The Contractor shall make their own determination of the effort to remove the existing items along with any

Bid item #14 Remove Existing Water Lines, Valves, & Fittings removal of the existing water line materials detailed in the construction drawings. The lump sum price shall include removal and off-site disposal of the materials, and any fees associated with transport or disposal, saw cutting. All material must be hauled offsite and disposed of. Valves are to be salvaged and delivered to St. George Water Department Yard. The Contractor shall make their own determination of the effort to remove the existing items along with any

Bid Item #15 Remove and Replace Asphalt and Base (4" Asphalt/12" Base) (Black Ridge Dr.)

Under this item, the Contractor shall be paid the unit price bid as full compensation for each square foot of asphalt and base that is installed to the specified thickness. The unit price bid shall include Category I asphalt mix and road base as per St. George City design standards, Saw

Cutting existing asphalt, disposal of removed asphalt and base, any fees associated with disposal, delivery of the asphalt and base, the asphalt and base itself, placement, compaction, traffic control, barricades, flaggers, and clean up after placing the material, along with all labor, equipment and miscellaneous items required for the installation. Asphalt mix design and base must be submitted and approved before placement. Contractors must get approval from engineer/owner prior to cutting the asphalt. Anything not approved will be at the contractor’s expense. Measurement shall be by the square footage of asphalt removed and replaced.

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Storm Sewer

Bid Item #16 3x3 Single Catch Basin

Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing each unit complete with excavation, backfill, compaction, castings, grate, concrete, coring the box, traffic control, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, concrete around pipe, grouting the sump, installing the select bedding material, tying to storm drain pipe, pouring the concrete floor and cutting the fused pipe per the construction drawings, clean up and whatever miscellaneous items are required to install the inlet including all labor, equipment and materials to perform the job as detailed out in the construction drawings. Measurements shall be made by counting the number of Inlets installed.

Bid Item #17 28” HDPE IPS DR-17 Fused Storm Drain Pipe (Pipe Material Provided)

Under this item, the Contractor shall be paid the unit price bid as full compensation for installing the 28” HDPE IPS fused storm drain pipe. The 28” HDPE IPS Fused pipe material has been pre-purchased and located at the south end of Tech Ridge. The contractor is to include excavation, fusing the pipe with bends and fittings as required, fusing machine, bends and fittings, delivery of the all other material, trench backfill, pipe bedding material, and final backfill material with all compaction and clean up required. The unit price bid shall include removal and off-site disposal with the excavated native material, and any fees associated with disposal, delivery of imported select pipe materials and delivery of any products required to complete the job, delivering the fused pipe from staging location. The unit price bid shall include all labor, equipment and materials with miscellaneous items required to perform the job. The pipe shall be measured by the lineal footage of pipe and fittings as it is installed.

Bid Item #18 Field Locate and Tie to Existing Storm Drain Box locating and tying to the existing storm drain box. The contractor shall connect to the existing storm drain box, complete with excavation, traffic control as required, flaggers as required, barricades, bedding material, backfill compaction. The contractor shall include removal and off-site disposal of the excavated native material, any fee’s associated with disposal, delivery of imported select backfill and final backfill material with compaction, coring, clean up, and whatever miscellaneous items required to tie into the existing storm drain box. The lump sum price bid shall include all labor, equipment, and materials to perform the job. The Contractor shall make his own determination of the effort required to tie to the irrigation line and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

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Water

Bid Item #19 8" PVC DR-18 C-900 Water Line & Locator Wire furnishing and installing the pipe complete with excavation, removal and off-site disposal of the excavated native material, delivery of imported select pipe bedding material, the pipe bedding material itself, select backfill as required, 1 wire, disinfection, thrust restraint, megalugs, pressure testing, insulated wraps, warning tap, flushing, fittings, traffic control as required, flaggers as required, barricades, compaction and clean up. The unit price bid shall include all labor, equipment and materials to perform the job. Water testing shall conform with the City of

St. George, State of Utah DEQ Water Quality Standards. The pipe shall be measured by the lineal footage of pipe as it is installed, with fittings, valves and appurtenances not included as part of the total.

Bid Item #20 8" Gate Valve gate valve furnished and installed. The unit price bid shall include furnishing and installing the valve and valve box, traffic control as required, flaggers as required, barricades, including all gaskets, follower rings, bolts, grease, polyethylene wrap, joint restraints, as required for the complete installation of the valve. This includes all labor, equipment, support blocks and material for thrust restraint, installing a concrete collar around the valves, megalugs, and raising the valve box to the proper grade for asphalt or landscaping, depending upon the location.

Measurement shall be made by counting the number of valves installed.

Bid Item #21 8” x 8" Cross

Cross furnished and installed. The unit price bid shall include removal of the old tee, furnishing and installing the fitting, traffic control as required, flaggers as required, barricades, including all gaskets, thrust restraining follower rings (mega lugs), bolts, grease, polyethylene wrap, joint restraints, etc. as required for the complete installation and connecting to the existing water line. This includes all labor, equipment, and material for thrust blocking. Measurement shall be made by counting the number of Crosses installed.

Bid Item #22 8” Tee

Under this item, the Contractor shall be paid the unit price bid as full compensation for each Tee furnished and installed. The unit price bid shall include furnishing and installing the fitting, traffic control as required, flaggers as required, barricades, including all gaskets, thrust restraining follower rings (mega lugs), bolts, grease, polyethylene wrap, joint restraints, etc. as required for the complete installation and connecting to the existing water line. This includes all labor, equipment, and material for thrust blocking. Measurement shall be made by counting the number of Tee’s installed.

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Bid Item #23 8”x6” Tee

Under this item, the Contractor shall be paid the unit price bid as full compensation for each Tee furnished and installed. The unit price bid shall include furnishing and installing the fitting, traffic control as required, flaggers as required, barricades, including all gaskets, thrust restraining follower rings (mega lugs), bolts, grease, polyethylene wrap, joint restraints, etc. as required for the complete installation and connecting to the existing water line. This includes all labor, equipment, and material for thrust blocking. Measurement shall be made by counting the number of Tee’s installed.

Bid Item #24 8" End Cap

Under this item, the Contractor shall be paid the unit price bid as full compensation for each end cap furnished and installed. The unit price bid shall include furnishing and installing the end cap, fittings, traffic control as required, flaggers as required, barricades, including all gaskets, thrust restraining follower rings (mega lugs), bolts, grease, polyethylene wrap, joint restraints, etc. as required for the complete installation. This includes all labor, equipment, and material for thrust blocking. Measurement shall be made by counting the number of end caps installed.

Bid Item #25 Field Locate and Tie to Existing Water Lines locating and tying to Water lines. The contractor shall connect to the existing water lines, complete with excavation, traffic control as required, flaggers as required, barricades, bedding material, backfill compaction. The contractor shall include removal and off-site disposal of the excavated native material, any fee’s associated with disposal, delivery of imported select backfill and final backfill material with compaction, clean up, and whatever miscellaneous items required to tie into the existing water lines. The lump sum price bid shall include all labor, equipment, and materials to perform the job. The Contractor shall make his own determination of the effort required to tie to the water line and base his lump sum price on that amount. No

Gas & Communications

Bid Item#26 Gas Coordination of Installation gas Coordination of installation the gas lines by Enbridge Gas (Gas Company). The lump sum price shall include whatever method is required to coordinate the gas installation in the project;

the Contractor is responsible for scheduling and coordinating with Enbridge Gas. If the contractor fails to schedule the gas company and there are delays the contractor will be responsible for the delay. The Contractor shall make his own determination of the coordination of with gas company and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

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Bid Item#27 Communications Coordination of Installation

Communication Coordination of installation the communication lines by communication companies. The lump sum price shall include whatever method is required to coordinate the communication lines in the project; the Contractor is responsible for scheduling and coordinating with communication providers. If the contractor fails to communicate/schedule the communication providers and there are delays, the contractor will be responsible for the delay.

The Contractor shall make his own determination of the coordination of with communication providers and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Paving

Bid Item #28 Raise and Collar Existing Sewer & SD Manholes furnishing and raising each manholes complete with excavation, traffic control as required, flaggers as required, barricades, manhole materials (sections, rings, and grate or cover), backfill compaction, installation of concrete collar, and clean up. The unit price bid shall include removal of existing collars disposal of the materials, any fees associated with disposal, delivery of imported select backfill and final backfill material with compaction, clean up and whatever miscellaneous items are required to raise and collar the manhole. The unit price bid shall include all labor, equipment and materials to perform the job. Measurement shall be by counting the number of manholes raised upon completion of the work.

Bid Item #29 Raise and Collar Existing Water Valves furnishing and raising each water valve complete with excavation, traffic control as required, flaggers as required, barricades, backfill compaction, installation of concrete collar, and clean

up. The unit price bid shall include removal of existing collars disposal of the materials, any fees associated with disposal, delivery of imported select backfill and final backfill material with compaction, clean up and whatever miscellaneous items are required to raise and collar the water valves. The unit price bid shall include all labor, equipment and materials to perform the job. Measurement shall be by counting the number of valves clusters collars raised upon completion of the work.

Bid Item #30 4" Category I Asphalt square foot of asphalt to the neat line that is installed to the specified thickness. The unit price bid shall include Category I asphalt mix as per St. Geroge City design standards, Saw Cutting existing asphalt, disposal of removed asphalt, tacking curb and edges of asphalt, any fees associated with disposal, delivery of the asphalt, the asphalt itself, placement, compaction, traffic control, barricades, flaggers, and clean up after placing the material, along with all labor, equipment and miscellaneous items required for the installation. Asphalt mix design must be submitted and approved before placement. The paving must be completed prior to November

20th 2026. Measurement shall be by the neat line square footage determined from measurements shown on plans.

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Bid Item #31 12" Type II Gravel Road Base square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, St. George City approved standard road base, the material itself, placement, water for compaction, compaction, dust control, and clean up after placing the material, along with all labor, equipment and miscellaneous items required for the installation.

Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #32 BX1200 Geo Grid square foot of BX1200 Geo Grid that is installed. The unit price bid shall include delivery of the geo grid material, the geo grid material itself, placement, after placing the fabric material, along with all labor, equipment and miscellaneous items required for the installation. Overlapping of the geogrid is the contractor’s responsibility and is not included in the overall square footage.

Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #33 4" Thick Concrete Sidewalk with 4” Road Base square foot of concrete flatwork that is installed. The unit price bid shall include grading, furnishing the road base under the flatwork preparation, placement and compaction of base, material delivery, the concrete itself, concrete additives, concrete placement, formwork, concrete protection, curing compounds, traffic control, barricades, flaggers, and clean up, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #34 30" High Back Curb & Gutter with Base lineal foot of curb and gutter that is installed. The unit price bid shall include grading, preparation, placement and compaction of base, placement and compaction of granular sub-base, concrete delivery, the concrete itself, concrete additives, concrete placement, formwork, concrete protection, curing compounds, traffic control, barricades, flaggers, and clean up, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be by the lineal footage as measured along the top back of the curb.

Bid Item #35 ADA Access Ramps handicapped ramp that is installed. The unit price bid shall include grading, preparation of the base, placement and compaction of base, concrete delivery, the concrete itself, concrete additives, concrete placement, formwork, concrete protection, curing compounds, detectable warning truncated domes, curbing, and clean up, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be made by counting the number of ADA access ramps installed.

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Bid Item #36 6’ Wide Valley Gutter valley gutter installed. The unit price bid shall include grading, preparation, placement and compaction of base, placement and compaction of granular sub-base, concrete delivery, the concrete itself, concrete additives, concrete placement, formwork, concrete protection, curing compounds, rebar, traffic control, barricades, flaggers, and clean up, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be by the lineal footage as measured along the top back of the curb. Measurement shall be made by counting the number of 6’ wide Valley gutters installed.

Bid Item #37 Pavement Markings pavement markings installed as indicated on the drawings. The lump sum price shall include removal by sand blasting of existing conflicting pavement markings, if any. The lump sum price shall include all material, traffic control, barricades, flaggers, and clean up. Along with all labor, survey, equipment, apparatus, and miscellaneous items required or necessary to perform the job. If the contractor stripes incorrectly they will be required to resurface the entire surface. The

Contractor shall make his own determination of the pavement markings and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Alternate Bid #1 Additional Storm Drain Pipe

Bid Item #38 3x3 Single Catch Basin furnishing and installing each unit complete with excavation, backfill, compaction, castings, grate, concrete, coring the box, traffic control, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, concrete around pipe, grouting the sump, installing the select bedding material, tying to storm drain pipe, pouring the concrete floor and cutting the fused pipe per the construction drawings, clean up and whatever miscellaneous items are required to install the inlet including all labor, equipment and materials to perform the job as detailed out in the construction drawings. Measurements shall be made by counting the number of Inlets installed.

Bid Item #39 24” ADS S2.02 SanTite HP Storm Drain Pipe furnishing and installing the 24” ADS S2.02 SanTite HP Storm Drain pipe complete with excavation, pipe materials, trench backfill, pipe bedding material, and final backfill material with all compaction and clean up required. The unit price bid shall include removal and off-site disposal with the excavated native material, and any fees associated with disposal, delivery of imported select pipe materials and delivery of any products required to complete the job. The unit price bid shall include all labor, equipment and materials with miscellaneous items required to perform the job. The pipe shall be measured by the lineal footage of pipe as it is installed.

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Bid Item #40 Field Locate and Tie to Existing Storm Drain Box locating and tying to the existing storm drain box. The contractor shall connect to the existing storm drain box, complete with excavation, traffic control as required, flaggers as required, barricades, bedding material, backfill compaction. The contractor shall include removal and off-site disposal of the excavated native material, any fee’s associated with disposal, delivery of imported select backfill and final backfill material with compaction, coring, clean up, and whatever miscellaneous items required to tie into the existing storm drain box. The lump sum price bid shall include all labor, equipment, and materials to perform the job. The Contractor shall make his own determination of the effort required to tie to the irrigation line and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.