Lizard Wash Community Park, Bid Inquiry No. 26-280 Page 1 of 2 Table of Contents

Bid Documents

Lizard Wash Community Park

Bid Inquiry No. 26-280

May 2026

Base Bid and Alternate Bid Areas

Bid Schedule

Technical Specifications Measurement and Payment

Submittals Traffic Regulation

Erosion and Sediment Control Riprap or Rock Lining

Contract Closeout 328400 – Planting Irrigation

329100 – Planting Soils 329200 – Turfgrass

329300 – Plants 334600 – Sub-Drainage

Lizard Wash Community Park, Bid Inquiry No. 26-280 Page 2 of 2

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

Forms Request for Substitution

Request for Construction Staking Submittal Data Sheet

Materials Specification Sheets

Pickleball Courts Luminaire Schedule Site Light

Restroom Hand Dryer

Restroom Structural Calculations

Pavilion Drawings 30x30 Pavilion 30x50 Pavilion

Pavilion Structural Calculations

30x30 Pavilion 30x50 Pavilion

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

BASE BID AND ALTERNATE BID AREAS

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FAN

E RGN IS

PAINTED RIDGE PARKWAY

EXISTING POND

EXISTING PUMP HOUSE

LIZARD WASH

Desert Sage Parkway

(FUTURE ROADW

AY)

Scarlet Hill D r.

Ru by

D r.

Amber Ridge Dr.

Sunset Rock Dr.

Alliance Consulting A Planning and Engineering Firm

Client No. Project No.

Date:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name: LW-Community Park Base_Alternate Areas.dwg

FOR

LIZARD WASH COMMUNITY PARK

ALTERNATE AREAS

CITY OF ST.GEORGE

LOCATED IN SECTION 25, 35 & 36

TOWNSHIP 43 SOUTH, RANGE 16 WEST, SLB&M

CITY OF ST.GEORGE, WASHINGTON COUNTY, UTAH

AZ 03-10-2026

4607 4607

_11

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

ALTERNATE BID #1

ALTERNATE BID #2

ALTERNATE BID #3

Pump Track (By Others)

ALTERNATE BID #4

PARK BASE BID

LEGEND

BASE BID AREA

ALTERNATE BID #1

ALTERNATE BID #2

ALTERNATE BID #3

ALTERNATE BID #4

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BID SCHEDULE

PREPARED BY: Alliance Consulting

INQUIRY NO: 26-280

PROJECT NO: 4607

LOCATION: Desert Color

DATE: 5/14/26

Base Bid

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

1 General Condition /Mobilization 1 LS

2 Traffic Control 1 LS

3 Clear and Grub 1 LS

4 Dust Control 1 LS

5 SWPPP & BMP Coordination 1 LS

6 Pre-Construction Documentation 1 LS

7 Earthwork /Rework 1 LS

8 Rock Trackout Pad 1 LS

9 Dirt Berm 3,615 LF

10 12" Wattles 110 LF

11 Rip Rap-24" D50 - Wash Erosion Control 5,780 SF

12 Stacked Rock Walls with Geo-Grid & Fabric 1,265 SF

13 24 " Nyloplast Inlet with Grate 4 EA

14 12" PVC with Bends and Fittings 805 LF

15 12" End Section with Rip-Rap & Filter Fabric 2 EA

16 4" Trench Drain With Concrete Border 390 LF

17 8" PVC with bends and fittings 400 LF

18 6" HDPE Drain Pipes (Under Playground, Sand Volleyball & Raised Plater Areas) with Fittings and Cleanouts 490 LF

19 12" PVC SDR-35 Pipe with Inlet Box (Beehive Grates) 5 EA

20 Field Locate and Tie to Existing Storm Drains (2 Locations) 1 EA

21 Remove SD Inlet No.2 Lid & Replace with Manhole Lid 1 EA

22 6" PVC SDR-35 Sewer Line with Cleanouts 340 LF

23 Tie to Existing Sewer Manhole & Raise Rim (1 Location) 1 LS

24 3/4" Water Meter Setter 1 EA

25 1 1/4" Water Service Line (Meter to Restroom) 325 LF

26 Field Locate and Tie to Existing Water Line (1 Location) 1 EA

Water

Storm Sewer

BID SCHEDULE-Lizard Wash Community Park

General

Grading

Sewer

Reference No. 26-280 Bid Schedule

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

27 Relocate Irrigation Hydrant Assembly 1 EA

28 2" Irrigation Meter Setter 1 EA

29 Field Locate and Tie to Existing Irrigation Line (1 Location) 1 EA

30 Power Conduit and Wire from Transformer to Restroom 180 LF

31 Street Light Poles with Conduit & Wire 14 EA

32 3" Category 1 Asphalt (Parking Lot) 33,115 SF

33 8" Type II Gravel Roadbase (Parking Lot) 33,115 SF

34 2.5" Voidless Asphalt Mix (10' Trail) 15,415 SF

35 6" Type II Gravel Roadbase (10' Trail) 15,415 SF

36 Shoulder 1" Crushed Rock (Basalt) 2,760 SF

37 4" Concrete Flatwork with 4" Roadbase 26,850 SF

38 4" Concrete Flatwork with 4" Roadbase (Benches 8'x4' and Trash Can Areas 4'x4')

944 SF

39 12" Thickened Concrete Edge Along Sidewalk (Playground Area) 150 LF

40 6"x12" Edge Curbing (Sand Volleyball) 360 LF

41 18" Concrete Planter/Seat Wall 325 LF

42 5" Concrete Golf Cart Parking with 4" RoadBase 240 SF

43 Picnic Tables Concrete Pads (4"x4") 265 SF

44 30" High Back Curb & Gutter with Base 1,620 LF

45 ADA Access Ramps Double 4 EA

46 ADA Access Ramps Single 3 EA

47 Driveway Approach (6"Conc. x 6" Roadbase) 545 SF

48 Wheel Stops 7 EA

49 Stairs at Entrance with Cheek Wall and Handrail (8 Steps)

1 EA

50 Seat Stairs - From Pavilion to Playground with Cheek Wall and Handrail (4 Steps)

1 EA

51 Stairs at Restroom With Cheek Wall and Handrail (2 Steps)

2 EA

52 Pavement Markings 1 LS

53 Remove existing ADA Ramps (2 ADA Ramps) 1 LS

54 Signs Plaque and Posts 5 EA

Irrigation

Power

Hardscape

Amenities

55 Playground Equipment & Playground Shade Structure Coordination (Materials and Installation provided by Others)

1 LS

56 Bike Repair Station 1 EA

57 Pet Waste Station 4 EA

58 Split Rail Fence (Pump Track) 700 LF

59 Split Rail Fence (Pond) 200 LF

60 Sand for Volleyball Court (24"-12" Thick) (Approx 525 cy.) 9,055 SF

61 4" Thick 3/4" Clean Angular Rock (Sand Volleyball Area) with Fabric

9,055 SF

62 Sand Volleyball Posts, Nets, Sleeves,& Anchors 1 LS

63 Post-Tensioned Concrete Court w/ RoadBase 8,705 SF

64 Court Surfacing & Striping 8,705 SF

65 Net Post Pair, Net, & Related Appurtenances 4 EA

66 4' Chain-link Fence 120 LF

67 6' Chain-link Fence 335 LF

68 Fence Fabric 335 LF

69 12' x 12' Center-Mount Shade Structure with Footings (Shade Materials Provided)

12 EA

70 Court Lights (ZNM-55L-CT-50 (Zone Medium) 22' MTG. Height ) with Electrical back to Restroom Building

8 EA

71 Restroom Building 1 LS

72 Restroom Building Electrical 1 LS

73 Pavilion Structure (30' x50') (Pavilion Materials Pre-Ordered) 1 LS

74 Pavilion Electrical (30 x50) (Lights & Outlets) 1 LS

75 Pavilion Footings (30'x50') 1 LS

76 Pavilion Concrete Slab 5" Concrete & Rebar /5" Base 1,500 SF

77 Installation of 110' Span Bridge with Concrete Deck 1 EA

78 Concrete Abutment Walls & 6" Concrete Approaches 1 LS

79 Trail Safety Hand Rail (Powder-Coated) 48 LF

80 2.5" Voidless Asphalt Mix (Trail) 11,780 SF

81 6" Type II Gravel Roadbase (Trail) 11,780 SF

82 Shoulder 1" Crushed Rock (Basalt) 4,440 SF

Total

Span Bridge and East Trail Phase 1

Pickleball Courts

Restroom/ Pavilions

Landscaping Base Bid

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

83 RAIN BIRD 2" Master Valve, Model No. 200PESB-R (Secondary Water)

1 EA

84 TORO 2" Flow Sensor, Model No. TFS-200 1 EA

85 TORO Flow Sensor Two-Wire Decoder, Model No. TW-DAC-FLOW 1 EA

86 AMIAD 2" Manual Plastic Filter, Model No. T-SUPER; w/ Insulated Enclosure

1 EA

87 TORO Two-Wire Sentinel Controller, Stainless Steel Wall Mount, Model No. DXi-SWM-TW-M8W

1 EA

88 TORO In-Line Surge Protector, Model No. SB-BLA 1 EA

89 RAIN BIRD 2" Turf Valve, Model No. 200PESB-PRS-R 6 EA

90 RAIN BIRD Control Zone Kit, Model No. XCZ-100-PRB-COM 23 EA

91 TORO Decoder, Model No. TW-D-1 24 EA

92 2" HARCO Lateral Isolation Valve, Model No. LV-SERIES, Stainless Steel Body; Outlet: 2"

1 EA

93 2" MATCO-NORCA Brass Gate Valve, Model No. 514T SERIES 12 EA

94 1" WEATHERMATIC Quick Coupler, Model No. 7645-QCVLNP; w/ 1" SCH 80 PVC Ball Valve

8 EA

95 12” Round Pull Box 11 EA

96 2" SCH 40 PVC Mainline, Purple Pipe 2,400 LF

97 Detectable Warning Tape, Purple 2,400 LF

98 14 AWG Solid Core Coated Direct Burial Trace Wire; Jacket Color:

Purple or Lavender

2,400 LF

99 1" SCH 40 PVC Lateral Line, Purple Pipe 160 LF

100 1-1/2" SCH 40 PVC Lateral Line, Purple Pipe 500 LF

101 2" SCH 40 PVC Lateral Line, Purple Pipe 330 LF

102 2-1/2" SCH 40 PVC Lateral Line, Purple Pipe 310 LF

103 4" SCH 40 PVC Sleeve 1,925 LF

104 Irrigation Controller Wire – 14 U.F. Two-Wire Blue MAXI-WIRE 2,500 LF

105 1" SCH 40 Gray PVC Conduit 2,400 LF

106 RAIN BIRD Rotor, 8005 Stainless Steel, Non-Potable, Model No.

8005-SS-NP-(NOZZLE)

26 EA

107 TORO 1" Blue Stripe Hose, Model No. T-EHD2667-066 12,500 LF

108 TORO 5/8" Brown Drip In PC, Model No. PCB1810-12 w/ 1.0 GPH, 12" Emitter Spacing

5,000 LF

Landscape Irrigation

109 RAIN BIRD 1/4" Distribution Tubing, Model No. PT-025 7,500 LF

110 RAIN BIRD 2.0 GPH Single Outlet Emitter, Model No. XB-20PC (RED) 992 EA

111 RAIN BIRD .5 GPH Single Outlet Emitter, Model No. XB-05PC (BLUE) 1,061 EA

112 RAIN BIRD 1/4" Tubing Stake w/ Cap, Model No. TS-025 W/CAP 2,053 EA

113 8 Foot Joshua Tree 25 EA

114 7 Foot California Fan Palm 17 EA

115 24" Box Tree - Burgandy Lace Desert Willow (MULTI-STEM) 17 EA

116 24" Box Tree - Palo Verde 34 EA

117 24" Box Tree - Red Push Chinese Pistache 15 EA

118 24" Box Tree - Maverick Mesquite (MULTI-STEM) 36 EA

119 24" Box Tree - Velvet Mesquite 23 EA

120 24" Box Tree - Southern Live Oak 24 EA

121 24" Box Tree - Chaste Tree 9 EA

122 15 Gallon Shrub - Yellow Bird of Paradise 16 EA

123 5 Gallon Shrub - Starn Coyote Bush 38 EA

124 5 Gallon Shrub - Heavenly Cloud Texas Sage 33 EA

125 5 Gallon Shrub - Silver Cloud Texas Sage 26 EA

126 5 Gallon Shrub - Green Cloud Texas Sage 36 EA

127 5 Gallon Shrub - Huntington Carpet Rosemary 47 EA

128 5 Gallon Shrub - Skeleton-Leaf Goldeneye 40 EA

129 1 Gallon Shrub - Desert Daisy 82 EA

130 1 Gallon Shrub - Perky Sue 72 EA

131 1 Gallon Shrub - Germander 58 EA

132 6 Foot Succulent - Ocotillo 41 EA

133 15 Gallon Succulent - Century Plant 35 EA

134 15 Gallon Succulent - Giant Hesperaloe 52 EA

135 15 Gallon Succulent - Spanish Dagger 43 EA

Landscape

136 5 Gallon Succulent - Parry's Agave 37 EA

137 5 Gallon Succulent - Rough Leaved Agave 49 EA

138 5 Gallon Succulent - Grass Tree 25 EA

139 5 Gallon Succulent - Grey Desert Spoon 24 EA

140 5 Gallon Succulent - Golden Barrel Cactus 46 EA

141 5 Gallon Succulent - Red Yucca 44 EA

142 5 Gallon Succulent - Beavertail Prickly Pear 34 EA

143 5 Gallon Succulent - Engelmann's Prickly Pear 34 EA

144 5 Gallon Succulent - Cinnamon Cactus 21 EA

145 5 Gallon Succulent - Banana Yucca 61 EA

146 5 Gallon Succulent - Soaptree Yucca 28 EA

147 Turf Grass Sod – Desert Bermuda 29,000 SF

148 Boulder - 2' To 3' Dia. Desert Sunset 172 EA

149 Boulder - 5' To 6' Dia, Desert Sunset 101 EA

150 Cobble - 6" Depth, 4" To 6" Apache Brown 775 CY

151 Chat - 2" Depth, 1/4" Minus Apache Brown 360 CY

152 Utelite Root Zone Mix 185 CY

153 Organic Matter (Compost) for Turf Area 220 CY

154 6"x6" Mow Curb for Turf Area 275 LF

Total

Alternate Bids

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

Alternate Bid#1 (Pickleball Courts 5-8)

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE

A1-1 4" Trench Drain With Concrete Boarder 82 LF

A1-2 8" PVC with Bends and Fittings 30 LF

A1-3 4" Concrete Flatwork with 4" Roadbase 4,015 SF

A1-4 5" Concrete Golf Cart Parking with 4" Roadbase 250 SF

A1-5 Wheel Stops 3 EA

A1-6 Post-Tensioned Concrete Court w/ Roadbase 8,705 SF

A1-7 Court Surfacing & Striping 8,705 SF

A1-8 Net Post Pair, Net, & Related Appurtenances 4 EA

A1-9 4' Chain-link Fence 120 LF

A1-10 6' Chain-link Fence 335 LF

A1-11 Fence Fabric 335 LF

A1-12 12' x 12' Center-Mount Shade Structure with Footings (Shade Materials Provided)

6 EA

A1-13 Court Lights (ZNM-55L-CT-50 (Zone Meduim) 22' MTG. Height ) with Electrical back to Restroom Building

8 EA

A1-14 2" SCH 40 PVC Mainline, Purple Pipe 165 LF

A1-15 Detectable Warning Tape, Purple 165 LF

A1-16 14 AWG Solid Core Coated Direct Burial Trace Wire; Jacket Color:

Purple or Lavender 165 LF

A1-17 4" SCH 40 PVC Sleeve 24 LF

A1-18 Irrigation Controller Wire – 14 U.F. Two-Wire Blue MAXI-WIRE 165 LF

A1-19 1" SCH 40 Gray PVC Conduit 165 LF

A1-20 TORO 1" Blue Stripe Hose, Model No. T-EHD2667-066 350 LF

A1-21 TORO 5/8" Brown Drip In PC, Model No. PCB1810-12 w/ 1.0 GPH, 12" Emitter Spacing 85 LF

A1-22 RAIN BIRD 1/4" Distribution Tubing, Model No. PT-025 200 LF

Storm Sewer

Hardscape

Pickleball Courts

Landscape Irrigation

A1-23 RAIN BIRD 2.0 GPH Single Outlet Emitter, Model No. XB-20PC (RED) 13 EA

A1-24 RAIN BIRD .5 GPH Single Outlet Emitter, Model No. XB-05PC (BLUE) 40 EA

A1-25 RAIN BIRD 1/4" Tubing Stake w/ Cap, Model No. TS-025 W/CAP 53 EA

A1-26 8 Foot Joshua Tree 2 EA

A1-27 24" Box Tree - Palo Verde 1 EA

A1-28 24" Box Tree - Maverick Mesquite (MULTI-STEM) 1 EA

A1-29 24" Box Tree - Southern Live Oak 1 EA

A1-30 5 Gallon Shrub - Silver Cloud Texas Sage 2 EA

A1-31 1 Gallon Shrub - Germander 3 EA

A1-32 6 Foot Succulent - Ocotillo 3 EA

A1-33 15 Gallon Succulent - Giant Hesperaloe 2 EA

A1-34 15 Gallon Succulent - Spanish Dagger 2 EA

A1-35 5 Gallon Succulent - Grass Tree 3 EA

A1-36 5 Gallon Succulent - Golden Barrel Cactus 3 EA

A1-37 5 Gallon Succulent - Cinnamon Cactus 2 EA

A1-38 5 Gallon Succulent - Soaptree Yucca 3 EA

A1-39 Boulder - 2' To 3' Dia. Desert Sunset 5 EA

A1-40 Boulder - 5' To 6' Dia, Desert Sunset 5 EA

A1-41 Cobble - 6" Depth, 4" To 6" Apache Brown 25 CY

A1-42 Chat - 2" Depth, 1/4" Minus Apache Brown 20 CY

Total

Landscape

Alternate Bid#2 (30 x 30 Pavilion Area)

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

A2-1 4" Concrete Flatwork with 4" Base 1,745 SF

A2-2 Pavilion Structure (30' x30') with Footings 1 LS

A2-3 Pavilion Electrical (30' x30') (Lights & Outlets) 1 LS

A2-4 Pavilion Footings (30'x30' 1 LS

A2-5 Pavilion Concrete Slab 5" Concrete /5" Base & Rebar 900 SF

Total

Alternate Bid#3 (South Pond Trail and Landscape)

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

A3-1 2.5" Voidless Asphalt Mix (10' Trail) 10,935 SF

A3-2 6" Type II Gravel Roadbase (10' Trail) 10,935 SF

A3-3 Shoulder 1" Crushed Rock (Basalt) 3,345 SF

A3-4 Picnic Tables Concrete Pads (4"x4") 560 SF

A3-5 4" Concrete Flatwork with 4" Roadbase (Benches 8'x4' and Trash Can Areas 4'x4')

192 SF

A3-6 RAIN BIRD Control Zone Kit, Model No. XCZ-100-PRB-COM 6 EA

A3-7 TORO Decoder, Model No. TW-D-1 6 EA

A3-8 2" MATCO-NORCA Brass Gate Valve, Model No. 514T SERIES 2 EA

A3-9 1" WEATHERMATIC Quick Coupler, Model No. 7645-QCVLNP; w/ 1" SCH 80 PVC Ball Valve 2 EA

A3-10 12” Round Pull Box 2 EA

A3-11 2" SCH 40 PVC Mainline, Purple Pipe 770 LF

A3-12 Detectable Warning Tape, Purple 770 LF

A3-13 14 AWG Solid Core Coated Direct Burial Trace Wire; Jacket Color:

Purple or Lavender 770 LF

A3-14 4" SCH 40 PVC Sleeve 300 LF

A3-15 Irrigation Controller Wire – 14 U.F. Two-Wire Blue MAXI-WIRE 800 LF

A3-16 1" SCH 40 Gray PVC Conduit 770 LF

A3-17 TORO 1" Blue Stripe Hose, Model No. T-EHD2667-066 4,200 LF

Landscape Irrigation

Hardscape

Pavilion

Hardscape

A3-18 TORO 5/8" Brown Drip In PC, Model No. PCB1810-12 w/ 1.0 GPH, 12" Emitter Spacing 1,200 LF

A3-19 RAIN BIRD 1/4" Distribution Tubing, Model No. PT-025 1,800 LF

A3-20 RAIN BIRD 2.0 GPH Single Outlet Emitter, Model No. XB-20PC (RED) 117 EA

A3-21 RAIN BIRD .5 GPH Single Outlet Emitter, Model No. XB-05PC (BLUE) 396 EA

A3-22 RAIN BIRD 1/4" Tubing Stake w/ Cap, Model No. TS-025 W/CAP 513 EA

A3-23 8 Foot Joshua Tree 14 EA

A3-24 24" Box Tree - Burgandy Lace Desert Willow (MULTI-STEM) 9 EA

A3-25 24" Box Tree - Palo Verde 7 EA

A3-26 24" Box Tree - Red Push Chinese Pistache 1 EA

A3-27 24" Box Tree - Maverick Mesquite (MULTI-STEM) 12 EA

A3-28 24" Box Tree - Velvet Mesquite 6 EA

A3-29 24" Box Tree - Southern Live Oak 7 EA

A3-30 15 Gallon Shrub - Yellow Bird of Paradise 2 EA

A3-31 5 Gallon Shrub - Starn Coyote Bush 6 EA

A3-32 5 Gallon Shrub - Silver Cloud Texas Sage 9 EA

A3-33 1 Gallon Shrub - Germander 4 EA

A3-34 6 Foot Succulent - Ocotillo 21 EA

A3-35 15 Gallon Succulent - Century Plant 11 EA

A3-36 15 Gallon Succulent - Giant Hesperaloe 11 EA

A3-37 15 Gallon Succulent - Spanish Dagger 13 EA

A3-38 5 Gallon Succulent - Parry's Agave 8 EA

A3-39 5 Gallon Succulent - Rough Leaved Agave 9 EA

A3-40 5 Gallon Succulent - Grass Tree 3 EA

A3-41 5 Gallon Succulent - Grey Desert Spoon 20 EA

A3-42 5 Gallon Succulent - Golden Barrel Cactus 5 EA

A3-43 5 Gallon Succulent - Red Yucca 2 EA

A3-44 5 Gallon Succulent - Beavertail Prickly Pear 22 EA

A3-45 5 Gallon Succulent - Engelmann's Prickly Pear 14 EA

Landscape

A3-46 5 Gallon Succulent - Cinnamon Cactus 23 EA

A3-47 5 Gallon Succulent - Banana Yucca 24 EA

A3-48 5 Gallon Succulent - Soaptree Yucca 12 EA

A3-49 Boulder - 2' To 3' Dia. Desert Sunset 41 EA

A3-50 Boulder - 5' To 6' Dia, Desert Sunset 22 EA

A3-51 Cobble - 6" Depth, 4" To 6" Apache Brown 150 CY

A3-52 Chat - 2" Depth, 1/4" Minus Apache Brown 70 CY

Total

Alternate Bid#4 (East South Trail)

BID

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENDED PRICE

A4-1 2.5" Voidless Asphalt Mix (10' Trail) 7,625 SF

A4-2 6" Type II Gravel Roadbase (10' Trail) 7,625 SF

A4-3 Shoulder 1" Crushed Rock (Basalt) 3,050 SF

A4-4 4" Concrete Flatwork with 4" Roadbase (Benches 8'x4' and Trash Can Areas 4'x4')

112 SF

Total

Grand Total

Hardscape

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

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 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 Traffic Control Under this item, the Contractor shall be paid the lump sum price bid as full compensation for all 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 Part 3-Execution 3.01 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 fee’s associated with the encroachment permit. 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.

Bid Item #3 Clear and Grub Under this item, the Contractor shall be paid the lump sum price bid as full compensation for all 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.

Bid Item #4 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.

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Bid Item #5 SWPPP & BMP Coordination Under this item, the Contractor shall be paid the lump sum price bid as full compensation for all SWPP prep 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, material (Wattles, Silt fence, Berms, 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 #6 Pre-construction 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 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 Documentation and base their lump sum price on that amount.

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

Bid Item #7 Earthwork/Re-work/Export Under this item, the Contractor shall be paid the lump sum price bid as full compensation for all earthwork/Rework/Export 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. 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 should expect rock and anticipate what is needed to grade the subgrade lines of the rock 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.

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Bid Item #8 Rock Track-out Pad Under this item, the Contractor shall be paid the lump sum price bid as full compensation for 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 Dirt Berm Under this item, the Contractor shall be paid the unit price bid as full compensation for linear foot of dirt berm 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 dirt berm as defined on the construction drawings. Measurement shall be by lineal foot based on measurements taken after dirt berm has been installed. Contractor is to remove the dirt berm after construction has commenced.

Bid Item #10 12” Wattles Under this item, the Contractor shall be paid the unit price bid as full compensation for each lineal foot of wattles that is installed. The unit price bid shall include delivery of the material, the material itself, installation, maintenance throughout construction, and clean up after project completion, along with all labor, equipment, and miscellaneous items required for installing the wattles, plus maintaining the wattles in a functional state. All wattles must be installed at the end of the construction unless noted otherwise. Measurement shall be by the lineal foot of wattles installed, based on field measurements taken along the wattles.

Bid Item #11 24” D50 Rip Rap - Wash Erosion Control Under this item, the Contractor shall be paid the unit price bid as full compensation for each 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, burying the rip-rap and clean up after placing the riprap, along with all labor, equipment, and miscellaneous items required for the installation. Measurement shall be by surface area calculations based on neat line measurements taken after the material is in place.

Bid item #12 Stacked Rock Walls with Geo-Grid & Fabric 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. Basalt rock material must have black exposed face. Retaining wall must be one foot above finish grade. Refer to Geotechnical Report.

Measurement shall be by the square foot of retaining wall installed with geo-grid & fabric.

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Storm Sewer

Bid Item #13 24” Nyloplast 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, inlet, coring the box, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, installing the select bedding material, 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 #14 12” PVC Storm Drain Pipe with Bends and Fittings Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing each lineal foot of 12” PVC Storm Drain pipe complete with excavation, 12” PVC pipe, bends, fittings, 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.

Bid Item #15 12” End Sections with Rip-Rap & Filter Fabric 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, 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 #16 4” Trench Drain with Concrete Border Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing each lineal foot of trench drain complete with excavation, backfill, compaction, trench drain itself, grates, 4” Thick concrete border, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, concrete around pipe, grouting/sealing the connections, installing the select bedding material, 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 linear feet of trench drains with concrete boarders installed.

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Bid Item #17 8” PVC Pipe with Bends and Fittings Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing each lineal foot of 8” PVC storm drain pipe complete with excavation, 8” PVC pipe, bends, fittings, delivery of the 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 and fittings as it is installed.

Bid Item #18 6” HDPE Drain Pipe with Bends Fittings & Cleanouts Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing each lineal foot of 6” drain pipe complete with excavation, 6” drain pipe, bends, fittings, delivery of the 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 and fittings as it is installed.

Bid Item #19 12" PVC SDR-35 Pipe with Inlet Box (Beehive Grates) Under this item, the Contractor shall be paid the unit price bid as full compensation for each beehive grate & inlet pipe that is furnished and installed. The unit price includes excavation, backfill, compaction, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material, traffic rated beehive grate, PVC pipe bends and fittings. The unit price bid shall include all labor, equipment, materials, along with clean up, and miscellaneous items required for the installation to perform the job.

Measurement shall be made by counting the number of Beehive grates & inlet pipes location installed.

Bid Item #20 Field Locate and Tie to Existing Storm Drain Box Under this item, the Contractor shall be paid the lump sum price bid as full compensation for 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, grouting, 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 storm drain box 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 #21 Remove Storm Drain Inlet No.2 Lid & Replace with Manhole Lid removing Storm Drain Inlet No.2 Lid and Replacing it with a manhole lid. The contractor shall remove the inlet lid and replace it with a manhole lid, raise the lid, 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 replace the existing lid with a manhole lid. 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 remove the existing lid and replace it with a manhole lid and base his lump sum price on that amount. No adjustments shall be made to the lump sum price quoted.

Sewer

Bid Item #22 6” PVC SDR-35 Sewer Line with Cleanouts Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing the pipe complete with excavation, traffic control as required, flaggers as required, barricades, traffic rated cleanout lids, concrete collars, trench backfill with native material and pipe bedding material, compaction and clean up. The unit price bid shall include removal and off-site disposal of the excavated native material, delivery of imported select pipe bedding material, and the select pipe bedding material. 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 #23 Tie to Existing Sewer Manhole and Raise Rim Under this item, the Contractor shall be paid the lump sum price bid as full compensation for locating and tying to sewer manhole and raise the rim elevation. The contractor shall connect to the existing sewer 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, coring, manhole, clean up, and whatever miscellaneous items required to tie into the existing sewer manhole. 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 sewer line and raise the rim elevation 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 #24 3/4" Water Meter Setter Under this item, the Contractor shall be paid the unit price bid as full compensation for each meter setter furnishing and installed. The unit price bid shall include the installation of meter setter. Complete with excavation, backfill, compaction, castings, concrete, water meter box, installing meter setter to main line, pipes, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material, and all miscellaneous material required to install the meter setter, and clean up along with all labor, equipment and materials to perform the job. Service lines must be installed past the sidewalk.

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. Measurement shall be made by counting the number of meters setters installed.

Bid Item #25 1 ¼” Water Service Line from Meter to Restroom.

Under this item, the Contractor shall be paid the unit price bid as full compensation for 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, warning tap, flushing, fittings, compaction and clean

up. The unit price bid shall include all labor, equipment, and materials to perform the job. Water Line lines must be installed to the restroom building. 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 pipe shall be measured by the lineal footage of pipe as it is installed.

Bid Item #26 Field Locate and Tie to Existing Water Line Under this item, the Contractor shall be paid the lump sum price bid as full compensation for 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 adjustments shall be made to the lump sum price quoted.

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Irrigation

Bid Item #27 Relocate Irrigation Hydrant Assembly Under this item, the Contractor shall be paid the unit price bid as full compensation for each fire hydrant assembly that is relocated. The unit price bid shall include removing the existing fire hydrant and reinstalling the fire hydrant assembly. The unit price should include replacing any broken or miscellaneous parts required to relocate the fire hydrant assembly, including all gaskets, valves, follower rings, bolts, grease, polyethylene wrap, joint restraints, as required for the complete installation of the fire hydrant assembly. This includes all labor, and equipment and material for restraining, including installing a concrete collar around the valves and Hydrant, fire hydrant assembly includes valve, reducers, fittings, pipe, tee, wire, and hydrant from main line to hydrant. Measurement shall be made by counting the number of fire hydrant assembly relocated.

Bid Item #28 2” Irrigation Meter Setter Under this item, the Contractor shall be paid the unit price bid as full compensation for each Irrigation meter setter furnishing and installed. The unit price bid shall include the installation of meter setter and water lines. Complete with excavation, backfill, compaction, castings, concrete, Irrigation meter box, installing meter setter to main line, pipes, removal and off-site disposal of the excavated native material, delivery of imported select bedding material, and the select bedding material, and all miscellaneous material required to install the meter setter, and clean up along with all labor, equipment and materials to perform the job. Service lines must be installed past the sidewalk. 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.

Measurement shall be made by counting the number of meters setters installed.

Bid Item #29 Field Locate and Tie to Existing Irrigation Line Under this item, the Contractor shall be paid the lump sum price bid as full compensation for locating and tying to existing irrigation lines. The contractor shall connect to the existing irrigation 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 irrigation 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 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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Power

Bid Item #30 Power Conduit with Wire from Transformer to Restroom Under this item, the Contractor shall be paid the unit price bid as full compensation for furnishing and installing the conduits complete with, delivery of imported select bedding material, conduit, wire, installation of the conduit pipe, wire, & bedding material itself, warning tape, junction boxes, clean up along with all labor, equipment and miscellaneous items required by Dixie Power Power and in accordance with the Technical Specification and current IBC Construction Standards administered by Dixie Power and be an approved Electrical Contractor through Dixie Power. Measurement shall be made by counting the linear footage of power conduit with wire installed.

Bid Item #31 Street Light Poles with Conduit & Wire Under this item, the Contractor shall be paid the unit price bid as full compensation for each streetlight that is installed. The unit price bid shall include all light, pole, bases, electrical materials, GFCI, wiring, conduits, conductors, concrete base, installation of the streetlight, and clean up after installation, along with all labor, equipment and miscellaneous items required for the installation. The Contractor is to install as per the electrical drawing. Measurement shall be by counting the number of streetlights installed with conduit & wire.

Hardscape Items

Bid Item #32 3" Category I Asphalt Under this item, the Contractor shall be paid the unit price bid as full compensation for each 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. Measurement shall be by the neat line square footage determined from measurements shown on plans.

Bid Item #33 8" Type II Gravel Road Base Under this item, the Contractor shall be paid the unit price bid as full compensation for each square foot of material that is installed to…