10-03 BID SET 26-255 MIDDLETON WASH TRAIL BID DOCS.pdf

Table of Contents Page 1 of 1 Middleton Wash Trail, 26-255

Bid Documents

Middleton Wash Trail

Bid Inquiry No. 26-255

January 2026

Table of Contents

Bid Schedule

Technical Specifications Measurement & Payment

Submittals Traffic Regulation

Riprap or Rock Lining Erosion and Sediment Control

Materials List Request for Construction Staking

City of St. George Standard Specifications for Design and Construction

Available at the following website:

https://sgcityutah.gov/departments/public_works/engineering/standard_specifications_and_dr awings.php

Geotechnical Report

Construction Plans (See Separate File) https://sgcityutah.gov/departments/public_works/engineering/standard_specifications_and_drawings.php https://sgcityutah.gov/departments/public_works/engineering/standard_specifications_and_drawings.php

BID SCHEDULE

PREPARED BY: Alliance Consulting

PROJECT NO: 4669

LOCATION: St. George

DATE: 1/9/26

DRAWING: Middleton Wash Trail OPT3.dwg

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

GENERAL

1 General Condition/Mobilization

1 LS

2 Dust Control

1 LS

3 Traffic Control

1 LS

4 Clear & Grub (Approx 1.24 Acres)

1 LS

5 Pre-Construction Condition Documentation

1 LS

6 SWPPP Prep, Documentation & BMP Items

1 LS

7 Rock Trackout Pad (1 Location)

1 LS

8 Silt Fence

2,105 LF

9 Wattles (Size 12") 150 LF

EARTHWORK

10 Earthwork/Rework [Approx (3,540 CY)/Imported Fill(2,740 CY)]

1 LS

STORM DRAIN

11 3'X3' lnlet with Grate 5 Each

12 24" HDPE Storm Drain Pipe

205 LF

13 18" HDPE Storm Drain Pipe

40 LF

14 12" PVC SDR-35 Pipe with lnlet box (2 Beehive Grates)

55 LF

15 24" End Section with Rip-Rap & Filter Fabric 7 Each

16 18" End Section with Rip-Rap & Filter Fabric 2 Each

17 18" D50 Rip-Rap with Filter Fabric (Basalt Rock)

520 SF

18 12" D50 Rip-rap with Filter Fabric (Basalt Rock)

1,200 SF

PAVING

19 2.5" Thick Asphalt(Voidless Asphalt Mix)

19,975 SF

20 6" Thick Type II Gravel Roadbase

19,975 SF

21 4" Thick Concrete Sidewalk Flatwork with 4" Roadbase

565 SF

22 Remove Existing Concrete (Approx. 275 SF)

1 LS

23 Shoulder 1" Crushed Rock (Basalt)

10,250 SF

24 Trail Pavement Markings

1 LS

25 Trail Safety Rail (Powder-Coated)

415 LF

26 Sign Plaques and Wood Posts 7 Each

WALLS, BRIDGE

27 Install Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)

1,000 SF

28 Installation of 80 foot Pedestrian Span Bridge with Concrete Deck

1 LS

29 Concrete Abutment Walls & 6" Concrete Approaches

1 LS

Total

BID SCHEDULE - MIDDLETON WASH TRAIL

Middleton Wash Trail South (Red Cliffs Dr. to Arroyo Dr.)

(BASE BID)

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

Middleton Wash Trail North (Cottonwood Springs Rd to Red Hills Pkwy) (ALTERNATE BID)

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

GENERAL

30 General Condition/Mobilization

1 LS

31 Dust Control

1 LS

32 Traffic Control

1 LS

33 Clear & Grub (Approx 0.72 Acres)

1 LS

34 Pre-Construction Condition

1 LS

35 SWPPP Prep, Documentation & BMP Items

1 LS

36 Rock Trackout Pad (1 Location)

1 LS

37 Silt Fence

1,420 LF

EARTHWORK

38 Earthwork(1,635 CY)/Imported Fill(460 CY)

1 LS

STORM DRAIN

39 3'X3' lnlet Box (Cast In Place) 1 Each

40 12" PVC SDR-35 Pipe with lnlet box (5 Beehive Grates)

120 LF

41 12" D50 Rip-rap with Filter Fabric (Basalt Rock)

350 SF

42 8" D50 Rip-rap with Filter Fabric (Basalt Rock)

550 SF

POWER

43 Relocate Secondary/Communication Conduits (Cottonwood Springs Rd)

1 LS

PAVING

44 2.5" Thick Asphalt (Voidless Asphalt Mix)

32,335 SF

45 6" Thick Type II Gravel Roadbase

14,100 SF

46 Mill Existing Asphalt Roadway

38,400 SF

47 4" Thick Concrete Sidewalk Flatwork with 4" Roadbase

2,935 SF

48 30" High Back Curb & Gutter with Base

85 LF

49 ADA Ramp 1 Each

50 Remove Existing Concrete & ADA Ramp (Approx. 540 SF)

1 LS

51 Remove Existing Curb & Gutter (Approx 35 LF) (1700 E & Middleton Dr.)

1 LS

52 Shoulder 1" Crushed Rock (Basalt)

7,145 SF

53 Shoulder Milled Asphalt

9,155 SF

54 6" Thick Concrete (Driveway Approach) with 6" Base

70 SF

55 Trail Pavement Markings

1 LS

56 Trail Safety Rail (Powder-Coated)

1,095 LF

57 Sign Plaques and Wood Posts 10 Each

WALLS

58 Stacked Concrete Block Wall (Stone Look)

1,535 SF

59 Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)(Wall Drains

11,410 SF

60 Concrete Retaining Wall

1 LS

Total

GRAND TOTAL

TECHNICAL SPECIFICATIONS

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.

Measurement and Payment Page 2

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

Measurement and Payment Page 3

Middleton Wash Trail South (Red Cliffs Dr. to Arroyo Dr.)

Base Bid

GENERAL

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, 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 (Trail and Road) traffic control plan required for the project. This includes signing up and down the existing trail.

The lump sum price shall include plan, equipment, labor, or whatever method is required to control traffic on the project. See Part 3-Execution 3.01 in the traffic regulation technical specification. The Contractor shall make his own determination of the traffic control plan required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #4 Clear and Grub clearing and grubbing required for the project. The estimated quantity of clearing and grubbing is provided in the construction documents. There are areas that require removal and dispose of material, the lump sum price shall include any fees associated with disposal and clearing and grubbing, hauling the material, and miscellaneous items required for removal of the material.

The Contractor shall make his own determination of the clearing and grubbing required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Measurement and Payment Page 4

Bid Item #5 Pre-construction Conditions 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. 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 on a DVD or electronic file. Measurement shall be by completion of the documentation and physical evidence (i.e., electronic pictures, notes, etc.) delivered to the Engineer/Owner. 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 of preconstruction condition and property restoration, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #6 SWPP Prep, Documentation, & BMP’s

SWPP prep, documentation, and BMP’s required for the Job. The lump sum price bid shall include SWPPP plans, NOI, UPDES permits, inspections, Signs, Coordination, required documents, delivery of the product, the product itself, installation, maintenance throughout construction, materials (Berm bags, etc.) and clean up after project completion, along with all labor, equipment, and miscellaneous items required for SWPP Prep and BMP’s, plus maintaining the BMP’s in a functional state throughout the construction period. The Contractor shall make his own determination of the effort and materials required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #7 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 #8 Silt Fence

Under this item, the Contractor shall be paid the unit price bid as full compensation for linear foot of Silt Fence installed as specified. The unit price bid shall include equipment, labor, traffic control as required, flaggers as required, barricades, ripping, blasting or whatever method is required to install the silt fence as defined on the construction drawings. Measurement shall be by lineal foot based on measurements taken after Silt Fence has been installed. Contractor is to remove the silt fence after construction has commenced.

Measurement and Payment Page 5

Bid Item #9 Wattles (Size 12”) foot of Silt Fence installed as specified. The unit price bid shall include equipment, labor, traffic control as required, flaggers as required, barricades, ripping, blasting or whatever method is required to install the silt fence as defined on the construction drawings. Measurement shall be

EARTHWORK

Bid Item #10 Earthwork/Re-work/Imported Fill earthwork/Rework/Import 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 import to the sub-grade lines as defined on the construction drawings. 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 earthwork/rework/Import is provided in the construction documents. Any excess 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 import/excavated, reworked and import, and the effort required to make that excavation and

Import, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

STORM DRAIN

Bid Item #11 3x3 Inlet (with Grate)

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.

Measurement and Payment Page 6

Bid Item #12 24” HDPE Storm Drain Pipe furnishing and installing the 24” HDPE Storm Drain pipe complete with excavation, 24” HDPE pipe, foundation 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. No additional dollars will be given for surface/ground water mitigation and ground stabilization, all surface/ground water mitigation and ground stabilization shall be compensated under a separate bid item. The unit price bid shall include all labor, equipment and materials to perform the job. The pipe shall be measured by the lineal footage of pipe as it is installed.

Bid Item #13 18” HDPE Storm Drain Pipe furnishing and installing the 18” HDPE Storm Drain pipe complete with excavation, 18” HDPE pipe, foundation 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. No additional dollars will be given for surface/ground water mitigation and ground stabilization, all surface/ground water mitigation and ground stabilization shall be compensated under a separate bid item. The unit price bid shall include all labor, equipment and materials to perform the job. The pipe shall be measured by the lineal footage of pipe as it is installed.

Bid Item #14 12” PVC SDR-35 Pipe and Inlet box (Beehive Grate)

Under this item, the Contractor shall be paid the unit price bid as full compensation for each linear foot of drain pipe with inlet box and grate that is furnished and installed. The unit price include excavation, backfill, compaction, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material, removing existing rip-rap, PVC pipe, inlet box, metal beehive grate, and replacing existing rip rap with filter fabric. The unit price bid shall include all labor, equipment, materials, clean up, and miscellaneous items required for the installation to perform the job. Measurement shall be made by counting the linear drain pipes that are installed.

Bid Item #15 24” End Sections with Rip-Rap & Filter Fabric furnishing and installing the unit complete with excavation, backfill, compaction, castings, concrete, traffic control, and clean up. The unit price bid shall include removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material. The unit price bid shall include all labor, equipment and materials to perform the job. The unit price bid shall include riprap and filter fabric that is installed as specified. The unit price bid shall include delivery of the riprap and filter fabric, the riprap and filter fabric itself, placement, and clean up after placing the riprap and filter fabric, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be made by counting the number of outlet end sections installed.

Measurement and Payment Page 7

Bid Item #16 18” End Sections with Rip-Rap & Filter Fabric furnishing and installing the unit complete with excavation, backfill, compaction, castings, concrete, traffic control, and clean up. The unit price bid shall include removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material. The unit price bid shall include all labor, equipment and materials to perform the job. The unit price bid shall include riprap and filter fabric that is installed as specified. The unit price bid shall include delivery of the riprap and filter fabric, the riprap and filter fabric itself, placement, and clean up after placing the riprap and filter fabric, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be made by counting the number of outlet end sections installed.

Bid Item #17 Rip-Rap Rock 18”-D50 with Filter Fabric (Basalt Rock) square foot of riprap and square foot of filter fabric that is installed as specified. The volume of riprap placed shall be calculated by multiplying the area covered by the average thickness. The unit price bid shall include delivery of the riprap, the riprap itself, placement, fabric, and clean up after placing the riprap, along with all labor, equipment, traffic control as required, flaggers as required, barricades and miscellaneous items required for the installation. No additional dollars will be given for ground water mitigation and ground stabilization; all ground water mitigation and ground stabilization shall be compensated under a separate bid item. Rock

Material must be approved by owner & engineer prior to placement. Measurement shall be by surface area calculations based on neat line measurements taken after the material is in place.

Bid Item #18 Rip-Rap Rock 12”-D50 with Filter Fabric (Basalt Rock) square foot of riprap and square foot of filter fabric that is installed as specified. The volume of riprap placed shall be calculated by multiplying the area covered by the average thickness. The unit price bid shall include delivery of the riprap, the riprap itself, placement, fabric, and clean up after placing the riprap, along with all labor, equipment, traffic control as required, flaggers as required, barricades and miscellaneous items required for the installation. No additional dollars will be given for ground water mitigation and ground stabilization; all ground water mitigation and ground stabilization shall be compensated under a separate bid item. Rock

Measurement and Payment Page 8

PAVING

Bid Item #19 2.5” Asphalt (Voidless Asphalt Mix) square foot of asphalt that is installed to the specified thickness. The unit price bid shall include

Category I voidless asphalt mix as per St. George City design standards, with a minimum of 6% oil, Air is less than 1%, 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. A marshal mix design must be submitted and approved before placement. Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #20 6” Thick Type II Gravel Road Base (Trail) square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, the material itself, placement, water for compaction, compaction, dust control, traffic control, barricades, flaggers, and clean up after placing the material, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be by the in-place square footage determined from measurements obtained in the field.

Bid Item #21 4” Thick Concrete Sidewalk Flatwork with Roadbase

Under this item, the Contractor shall be paid the unit price bid as full compensation for each square foot of concrete sidewalk that is installed. The unit price bid shall include grading, furnishing the road base under the sidewalk, preparation, placement and compaction of 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 square footage as measured along the centerline of the sidewalk.

Bid Item #22 Remove Existing Concrete removing and disposing of the existing asphalt, base, sidewalk, curb, etc. per the construction documents. The lump sum price shall include removal and off-site disposal of the materials, and any fee’s 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

Bid Item #23 Shoulder 1” Crushed Rock (Basalt) square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, the material itself, placement, water for compaction, compaction, dust control, traffic control, barricades, flaggers, 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 according to the construction documents.

Measurement and Payment Page 9

Bid Item #24 Trail 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, washing prior 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 trail 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.

Bid Item #25 Trail Safety Rail (Powder-Coated) lineal foot of Trail Safety Rail that is installed. The unit price bid shall include, preparation, placement and compaction of base, placement and compaction of granular sub-base, pipe material, delivery, the concrete itself, concrete additives, concrete placement, powder-coating paint, welding, curing compounds, bending, or arching the rail, traffic control, barricades, flaggers, and clean up, along with all labor, equipment and miscellaneous items required for the installation. The rail shall be a continuously welded handrail. Measurement shall be by the lineal footage of safety rail that is installed.

Bid Item #26 Signs Plaques and Wood Posts sign, plaque and/or wood post that is installed as specified on the construction drawings. The unit price bid shall include delivery of signs, plaques, and posts, the signs, plaques, and posts themselves, installation and furnishing, and clean up after installation, along with all labor, equipment and miscellaneous items required for the installation. Measurement shall be by per sign, plaque, and post in the construction documents.

WALLS, & BRIDGE

Bid item #27 Install Stacked Rock Walls with Geo-Grid Fabric (Basalt Rock)

Under this item, the Contractor shall be paid the unit price bid as full compensation for square foot of retaining wall with grid fabric that is constructed. The unit price bid shall include delivery of the material, the material itself, geo-grid, fabric, rework, embedment of the rock, construction and clean up after construction, along with all labor, equipment and miscellaneous items required for construction of a retaining wall. Retaining wall must be one foot above finish grade. Refer to technical specifications. Measurement shall be by the square foot of retaining wall installed with fabric.

Measurement and Payment Page 10

Bid Item #28 Installation of 80 foot Pedestrian Span Bridge with Concrete Deck installing the pedestrian span bridge. The pedestrian span bridge has been pre-purchased by the

City and is under construction. It will be the responsibility of the contractor to install the pedestrian bridge. The bridge supplier will deliver the bridge to the site at the arranged time.

The lump sum price shall include, installing the pedestrian span bridge, with, crane, bolts and nuts required to install the bridge to the abutment walls. The Contractor is then to install the concrete deck with rebar, pumping, along with all labor, equipment, clean up, and miscellaneous items required for the installation. The contractor is responsible for coordinating with the bridge supplier on the deliver and installation. The Contractor shall make his own determination of the effort required to install the 80’ pedestrian span bridge and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #29 Concrete Abutment Walls & 6” Concrete Approaches furnishing and installing abutment Walls & Concrete approaches. The lump sum price shall include, excavating around the abutment walls, concrete, preparation, excavation, placement, concrete delivery, the concrete itself, concrete additives, concrete placement, pumping, formwork, footing, rebar, concrete protection, curing compounds, and clean up, along with all labor, equipment and miscellaneous items required for the installation. The Contractor shall make his own determination of the effort required to install the concrete abutments walls and concrete approaches and base his lump sum price on that amount. No adjustments shall be

Measurement and Payment Page 11

Middleton Wash Trail North (Cottonwood Springs Rd to Red Hills Pkwy)

Alternate Bid

GENERAL

Bid Item #30 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, 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 #31 Dust Control 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 #32 Traffic Control (Trail and Road) traffic control plan required for the project. This includes signing up and down the existing trail.

The lump sum price shall include plan, equipment, labor, or whatever method is required to control traffic on the project. See Part 3-Execution 3.01 in the traffic regulation technical specification. The Contractor shall make his own determination of the traffic control plan required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #33 Clear and Grub clearing and grubbing required for the project. The estimated quantity of clearing and grubbing is provided in the construction documents. There are areas that require removal and dispose of material, the lump sum price shall include any fees associated with disposal and clearing and grubbing, hauling the material, and miscellaneous items required for removal of the material.

The Contractor shall make his own determination of the clearing and grubbing required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price

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Bid Item #34 Pre-construction Conditions Documentation documenting the conditions of the site prior to start of construction. 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 on a DVD or electronic file. Measurement shall be by completion of the documentation and physical evidence (i.e., electronic pictures, notes, etc.) delivered to the Engineer/Owner. 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 of preconstruction condition and property restoration, and base his lump sum price on that amount. No adjustments shall be

Bid Item #35 SWPP Prep, Documentation, & BMP’s

SWPP prep, documentation, and BMP’s required for the Job. The lump sum price bid shall include SWPPP plans, NOI, UPDES permits, inspections, Signs, Coordination, required documents, delivery of the product, the product itself, installation, maintenance throughout construction, materials (Berm bags, etc.) and clean up after project completion, along with all labor, equipment, and miscellaneous items required for SWPP Prep and BMP’s, plus maintaining the BMP’s in a functional state throughout the construction period. The Contractor shall make his own determination of the effort and materials required, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Bid Item #36 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 #37 Silt Fence foot of Silt Fence installed as specified. The unit price bid shall include equipment, labor, traffic control as required, flaggers as required, barricades, ripping, blasting or whatever method is required to install the silt fence as defined on the construction drawings. Measurement shall be

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EARTHWORK

Bid Item #38 Earthwork/Re-work/Imported Fill earthwork/Rework/Import 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 import to the sub-grade lines as defined on the construction drawings. 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 earthwork/rework/Import is provided in the construction documents. Any excess 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 import/excavated, reworked and import, and the effort required to make that excavation and

Import, and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

STORM DRAIN

Bid Item #39 3x3 Inlet Box (Cast In Place) furnishing and installing each unit complete with excavation, backfill, compaction, castings, grate, concrete, coring the box, concrete, rebar, 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 #40 12” PVC SDR-35 Pipe and Inlet box (Beehive Grate) linear foot of drain pipe with inlet box and grate that is furnished and installed. The unit price include excavation, backfill, compaction, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material, removing existing rip-rap, PVC pipe, inlet box, metal beehive grate, and replacing existing rip rap with filter fabric. The unit price bid shall include all labor, equipment, materials, clean up, and miscellaneous items required for the installation to perform the job. Measurement shall be made by counting the linear drain pipes that are installed.

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Bid Item #41 Rip-Rap Rock 12”-D50 with Filter Fabric (Basalt Rock) square foot of riprap and square foot of filter fabric that is installed as specified. The volume of riprap placed shall be calculated by multiplying the area covered by the average thickness. The unit price bid shall include delivery of the riprap, the riprap itself, placement, fabric, and clean up after placing the riprap, along with all labor, equipment, traffic control as required, flaggers as required, barricades and miscellaneous items required for the installation. No additional dollars will be given for ground water mitigation and ground stabilization; all ground water mitigation and ground stabilization shall be compensated under a separate bid item. Rock

Bid Item #42 Rip-Rap Rock 8”-D50 with Filter Fabric (Basalt Rock) square foot of riprap and square foot of filter fabric that is installed as specified. The volume of riprap placed shall be calculated by multiplying the area covered by the average thickness. The unit price bid shall include delivery of the riprap, the riprap itself, placement, fabric, and clean up after placing the riprap, along with all labor, equipment, traffic control as required, flaggers as required, barricades and miscellaneous items required for the installation. No additional dollars will be given for ground water mitigation and ground stabilization; all ground water mitigation and ground stabilization shall be compensated under a separate bid item. Rock

POWER

Bid Item #43 Relocate Secondary/Communication Power Conduits furnishing and relocating the secondary/communication conduits as detailed in the construction drawings. Complete with excavation, removal and off-site disposal of the excavated native material, delivery of imported select pipe bedding material, wire, conduit material itself, select backfill as required, warning tape, junction boxes, all miscellaneous material detailed out on the

JUT trench detail, along with clean up, all labor, equipment and miscellaneous items required to install by St. George City Power and in accordance with the Technical Specification and current

IBC Construction Standards administered by St. George City and be an approved Electrical

Contractor through St. George City. All trenches must be backfilled and compacted to be 95

Percent of maximum density. Density to be determined in accordance with ASTM D 1557 using a modified proctor. No additional dollars will be given for rock mitigation or excavation, all rock excavation and trench/soil stabilization shall be compensated under this bid item. The

Contractor shall make his own determination of the effort required to install the relocated

Secondary/Communication Power Conduits and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

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PAVING

Bid Item #44 2.5” Asphalt (Voidless Asphalt Mix) square foot of asphalt that is installed to the specified thickness. The unit price bid shall include

Category I voidless asphalt mix as per St. George City design standards, with a minimum of 6% oil, Air is less than 1%, 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. A marshal mix design must be submitted and approved before placement. Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #45 6” Thick Type II Gravel Road Base (Trail) square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, the material itself, placement, water for compaction, compaction, dust control, traffic control, barricades, flaggers, and clean up after placing the material, along with be by the in-place square footage determined from measurements obtained in the field.

Bid Item #46 Mill Existing Asphalt Roadway square foot of material that is milled. The unit price bid shall include delivery of the equipment, Milling, water for compaction, compaction, dust control, traffic control, barricades, flaggers, and clean up after placing the material, along with all labor, equipment and miscellaneous items required for milling the existing roadway. Measurement shall be by the in-place square footage determined from the neat line of the construction drawings.

Bid Item #47 4” Thick Concrete Sidewalk Flatwork with Roadbase

Under this item, the Contractor shall be paid the unit price bid as full compensation for each square foot of concrete sidewalk that is installed. The unit price bid shall include grading, furnishing the road base under the sidewalk, preparation, placement and compaction of base, concrete delivery, the concrete itself, concrete additives, concrete placement, formwork, concrete protection, curing compounds, traffic control, barricades, flaggers, and clean up, along shall be by the square footage as measured along the centerline of the sidewalk.

Bid Item #48 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 shall be by the lineal footage as measured along the top back of the curb.

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Bid Item #49 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.

Bid Item #50 Remove Existing Concrete removing and disposing of the existing asphalt, base, sidewalk, curb, etc. per the construction documents. The lump sum price shall include removal and off-site disposal of the materials, and any fee’s 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

Bid Item #51 Remove Curb & Gutter (1700 E & Middleton Dr.)

removing and disposing of the existing asphalt, base, sidewalk, curb, etc. per the construction documents. The lump sum price shall include removal and off-site disposal of the materials, and any fee’s 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

Bid Item #52 Shoulder 1” Crushed Rock (Basalt) square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, the material itself, placement, water for compaction, compaction, dust control, traffic control, barricades, flaggers, and clean up after placing the material, along with

Bid Item #53 Shoulder Milled Asphalt square foot of material that is installed to the specified thickness. The unit price bid shall include delivery of the material, the material itself, placement, water for compaction, compaction, dust control, traffic control, barricades, flaggers, and clean up after placing the material, along with

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Bid Item #54 6" Thick Concrete (Driveway Approach) with 6” 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 shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #55 Trail 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, washing prior 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 trail 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.

Bid Item #56 Trail Safety Rail (Powder-Coated) lineal foot of Trail Safety Rail that is installed. The unit price bid shall include, preparation, placement and compaction of base, placement and compaction of granular sub-base, pipe material, delivery, the concrete itself, concrete additives, concrete placement, powder-coating paint, welding, curing compounds, bending, or arching the rail, traffic control, barricades, flaggers, and clean up, along with all labor, equipment and miscellaneous items required for the installation. The rail shall be a continuously welded handrail. Measurement shall be by the lineal footage of safety rail that is installed.

Bid Item #57 Signs Plaques and Wood Posts sign, plaque and/or wood post that is installed as specified on the construction drawings. The unit price bid shall include delivery of signs, plaques, and posts, the signs, plaques, and posts themselves, installation and furnishing, and clean up after installation, along with all…