3-05A BID SCHEDULE.pdf
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- Attached to
- IFB - MIDDLETON WASH TRAIL CONSTRUCTION
- Solicitation number
- 26-255
- Issued by
- Washington County, Utah
About this file
This is a bid schedule document for the City of St. George, Utah, prepared by Alliance Consulting for the Middleton Wash Trail construction project. The project encompasses two separate segments: the base bid for Middleton Wash Trail South (Red Cliffs Drive to Arroyo Drive) and an alternate bid for Middleton Wash Trail North (Cottonwood Springs Road to Red Hills Parkway). The base bid includes general conditions, dust control, traffic control, clearing and grubbing of approximately 1.24 acres, storm drain installation with various pipe sizes and inlet configurations, 19,975 square feet of asphalt paving, concrete sidewalk flatwork, trail pavement markings, 415 linear feet of powder-coated safety rail, stacked rock walls totaling 1,000 square feet, an 80-foot pedestrian span bridge with concrete deck, and concrete abutment walls. The alternate bid scope includes similar general conditions and site preparation work for approximately 0.72 acres, earthwork and imported fill operations, storm drain components, 32,335 square feet of asphalt paving with milling of existing roadway, concrete sidewalk and curb/gutter installation, 1,095 linear feet of safety rail, and wall construction comprising both stacked concrete block and stacked rock walls totaling approximately 12,945 square feet.
Bidders are required to submit a bid bond equal to 5 percent of the total bid amount, issued by a surety company licensed in the State of Utah on a form acceptable to the City of St. George. A 100 percent performance bond covering labor and materials is mandated upon project award. The bid schedule format requires unit prices and extended prices for all line items, with separate totals for the base bid and alternate bid components. The City reserves the right to reject any or all submissions and waive any formality or technicality in the interest of the municipality. No specific bid opening date, award timeline, or contract term information is provided in this schedule document.
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Text version
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
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