Ames_Construction_Quote.pdf
PDF 184 KB Posted
- Attached to
- AZ|CTR079191
- Contract number
- CTR079191
- Issued by
- Arizona
About this file
This document is a contract and budget worksheet from Ames Construction, Inc. for the Arizona Department of Transportation (ADOT) related to the Queen Creek Bridge project. The contract involves repair work on US 60 following storm damage, with the project initiated by ADOT and addressed to Mark Guerena, PE, the Resident Engineer.
The total contract value is $2,334,619.75, broken down into three primary work areas: Traffic Control ($962,304.00), Shoulder Grading and Slope Repair ($1,181,120.82), and Cactus Paving and PMI Striping ($82,635.00). The scope of work includes repairing weather-related slope and shoulder damage, replacing guardrails, reconstructing pavement, installing temporary traffic control signs, providing 24-hour flagging and pilot car services, and performing road resurfacing. The contract includes additional costs for tax (65% of 6.7% Gross Receipts Tax) and a 0.50% bond, with the work dated for completion on 10/16/2025.
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Text version
PROJECT: Queen Creek Bridge
060 PN 227 H856601C / 060 PN 229 F031501C DATE: 10/16/2025
TO:
Attn.: Mark Guerena, PE AMES PROJECT NO.: 240302
Resident Engineer
INITIATED BY: ADOT
REASON:
QTY Unit Unit Price Total
1 LS $ 2,226,059.82 $ 2,226,059.82
Subtotal 2,226,059.82$
Tax (65% of 6.7%) Gross Rec Tax 96,944.91$
Subtotal 2,323,004.72$
0.50% Bond 11,615.02$
Subtotal 2,334,619.75$
TOTAL 2,334,619.75$
Net Amount of This Proposed Work
2,334,619.75$
SUBMITTED BY: DATE:
ACCEPTED BY: DATE:
(Owner/Engineer)
AMES CONSTRUCTION
Repairing Weather Related Slope and Shoulder Damage (Including Roadway)
Storm caused two sections of US 60 to wash away taking slope, shoulder, guardrail, and pavement
Arizona Department of Transportation
Description
WORK DESCRIPTION:
SLOPE, SHOULDER, AND ROADWAY REPAIR
10/16/2025
ADD
BUDGET WORKSHEET DATE:
Sub Areas QTY UNIT UNIT PRICE SUBTOTALS
Shoulder Grading 1 LS 1,181,120.82$ 1,181,120.82$
Traffic Control 1 LS 962,304.00$ 962,304.00$
Cactus Paving & PMI 1 LS 82,635.00$ 82,635.00$
Total Cost 2,226,059.82$
AMES CONSTRUCTION, INC.
16-Oct-25
Ames Const.
LABOR EA MHRS $/Hr + Fringe SUBTOTALS
EQUIPMENT PIECES HRS $/UNIT SUBTOTALS
MATERIAL Qty Unit $/UNIT SUBTOTALS
SUBCONTRACTOR/MISC Qty Unit Cost SUBTOTALS
Traffic Cont Labor (Flagging & Piloting, 24 HR/DAY) 30.00 DAYS 17,000.00$ 510,000.00$
Temporary Traffic Control Signs (Include Install & Removal) 1.00 LS 28,400.00$ 28,400.00$
Howe Barrier & Atten. Purchase (Replace Broken Att. & Move) 1.00 LS 200,000.00$ 200,000.00$
Law Enforcement (2 HR Travel for Shift) 1,680.00 HRS 106.00$ 178,080.00$
Subcontractor Total Cost 916,480.00$
Total Cost With Markup 5% 962,304.00$
Contractor Support Total Cost -$
Total Cost With Markup 15% -$
Total Cost 962,304.00$
AMES CONSTRUCTION, INC.
16-Oct-25
WORK DESCRIPTION:
TRAFFIC CONTROL LABOR - 24 HOUR FLAGGING & PILOT CAR & REPLACEMENT AND RENTAL OF TEMPORARY
TRAFFIC SIGNS, BARRIER AND ATTENUATOR REPLACE AND PURCHASE AND MOVEMENT
Ames Const. Ames Const.
EQUIPMENT PIECES HRS $/UNIT SUBTOTALS
MATERIAL Qty Unit $/UNIT SUBTOTALS
SUBCONTRACTOR/MISC Qty Unit Cost SUBTOTALS
Cactus Paving Operation -$
Cactus Paving Labor 1 DAY 10,000.00$ 10,000.00$
Cactus Paving Equipment 1 DAY 20,000.00$ 20,000.00$
Cactus Mobilization 1 EA 10,000.00$ 10,000.00$
ADOT 409 (Asphalt Mix) 126 TN 150.00$ 18,900.00$
Tack Oil 2 TN 400.00$ 800.00$
PMI Striping Operation -$
PMI Temp Striping (MOB) 1 EA 5,000.00$ 5,000.00$
PMI Temp Striping (White & Double Yellow) 10000 LF 0.40$ 4,000.00$
PMI Eradication 10000 LF 1.00$ 10,000.00$
Subcontractor Total Cost 78,700.00$
Total Cost With Markup 5% 82,635.00$
Contractor Support Total Cost -$
Total Cost With Markup 15% -$
Total Cost 82,635.00$
AMES CONSTRUCTION, INC.
16-Oct-25
WORK DESCRIPTION: Cactus Paving Operation & PMI Striping
LOADER OPERATOR 1 300 74.68$ 22,404.00$
DOZER OPERATOR 2 290 76.26$ 44,232.83$
EXCAVATOR OPERATOR 2 290 76.26$ 44,232.83$
SKIDSTEER OPERATOR 1 300 74.68$ 22,404.00$
LABORER 3 300 58.12$ 52,312.48$
WATER TRUCK DRIVER 1 300 69.94$ 20,982.31$
FOREMAN 1 300 80.61$ 24,183.00$
SUPERINTENDENT 1 300 98.90$ 29,670.00$
EQUIPMENT PIECES HRS $/UNIT SUBTOTALS
Cat 966 Loader 1 300 93.21$ 27,963.00$
Cat D8 Dozer 1 280 308.54$ 86,391.20$
Cat D6 Dozer 1 300 144.10$ 43,230.00$
Cat Skidsteer 1 300 87.31$ 26,193.00$
Cat 320 Excavator 2 290 94.20$ 54,636.00$
Cat Motorgrader 1 20 210.00$ 4,200.00$
EQUIPMENT MOB (PER EA - IN/OUT) 4 2 3,166.67$ 25,333.36$
Manlift 1 10 78.69$ 786.90$
Water Truck 1 300 65.42$ 19,626.00$
Compactor 1 300 86.12$ 25,836.00$
Crew Van 1 300 28.00$ 8,400.00$
Broom 1 300 61.05$ 18,315.00$
Foreman Pickup 2 300 29.50$ 17,700.00$
Lightplants 4 300 16.87$ 20,248.80$
MATERIAL Qty Unit $/UNIT SUBTOTALS
ASPHALT DISPOSAL 1 LS 30,000.00$ 30,000.00$
GUARDRAIL DISPOSAL 1 LS 30,000.00$ 30,000.00$
AGGREGATE BASE 122 TON 35.00$ 4,270.00$
HOTELS FOR OFF PROJECT LABOR (8 WORKERS/ 30 DAYS) 240 DAYS 200.00$ 48,000.00$
SUBCONTRACTOR/MISC Qty Unit Cost SUBTOTALS
ASPHALT SAW CUT 350 LF 5.00$ 1,750.00$
ROCK HAULING (5 TRUCKS PER SHIFT / 10 HR SHIFT) 1500 HRS 200.00$ 300,000.00$
Subcontractor Total Cost 301,750.00$
Total Cost With Markup 5% 316,837.50$
Contractor Support Total Cost 751,550.71$
Total Cost With Markup 15% 864,283.32$
Total Cost 1,181,120.82$
AMES CONSTRUCTION, INC.
16-Oct-25
WORK DESCRIPTION: Repairing Washout Slopes and Grade Backfilled Shoulders (Approx. 8,300 CY Rock)
File details come from the government source that posted it. Updated .