Contract Change Order - Sunland

Legal approved 9/6/18 Rev. 3/25/2021 
                   ST2004.401 
Page 1 of 2 
Alma School Road Improvements (Pecos Road to Germann Road) CO 2 
CITY OF CHANDLER 
CHANGE ORDER NO. 
2 
DATE 
3/26/21 
Change Order not valid until signed by both the City and the Contractor.  Contractor’s signature indicates agreement herewith, including 
any adjustments in the Contract Price or Contract Time.   
Project Name: 
Alma School Road Improvements (Pecos Road to Germann Road) 
Project No.: 
ST2004.401 
User Dept.: 
Public Works & Utilities 
NTP Date: 
August 17, 2020 
TO: 
Sunland Asphalt & Construction, Inc. 
1625 E Northern Ave. 
(CONTRACTOR) 
(Address) 
Contractor must make the following changes to this contract: (Detail scope change (Exh. A) / cost breakdown (Exh. B), if
needed)
Scope of work consists of installation of raised landscape median, curbing, gutters, sidewalks, American with Disabilities 
Act upgrades, traffic signal upgrades, streetlights, traffic signal interconnect, storm drainage, irrigation, and wet/dry utility 
improvements.  The project is for the improvements on Alma School Road from north of Pecos to south of Germann road. 
The original contract was for Construction Management at Risk services for the improvements on Alma School Road from 
Willis Road to Kingbird Drive only.  The change order is for Construction Management at Risk services for the remaining 
improvements on Alma School Road.  The remaining improvements include the intersection at Pecos and Alma School 
Roads, with the north and southbound widening of three lanes and tapered down to two lanes north of the intersection. 
Alma School Road to the Loop 202 Santan Freeway will be improved by private developers.     
OWNER NAME & DATE APPROVAL: 
Andy Goh, 03/26/21 
Changes result in the following revised contract amount and time: 
Original contract amount: 
$4,384,000 
Current contract amount, prior to this Change Order: (incl. previous Change Orders) 
$4,384,000 
Net change resulting from this Change Order: (if over $50,000 from contract amount
previously approved by Council, Council approval is required)  
$1,981,059.65 
Revised contract amount, including this Change Order: 
$6,365,059.65 
Last contract amount approved by Council: 
$4,384,000 
Change Order  % of last contract amount approved by Council: (if over 10% of previous
contract amount approved by Council, Council approval is required) 
45% 
Contract time or completion date prior to this Change Order: (incl. previous 
Change Orders) 
340 
or 
Days 
Date 
Net change resulting from this Change Order: 
60 
Days 
Revised contract time OR completion date: 
400 
or 
SIGNATURE PAGE TO FOLLOW

4/2/21
reischen@sunlandasphalt.com

GMP - CONFIDENTIAL 
 
Construction Manager At Risk: 
Alma School Road Improvements 
Pecos Road to Fairview Street
Project No. ST2004.403

GMP TABLE

Date: 3/19/2021
Percentage
Amount
A. Direct Costs
     A1 Direct Cost
$1,503,814.66
     A2 Approved Allowance
$1,503,814.66
B. General Conditions or Direct Costs only
$0.00
$1,503,814.66
C. CM@Risk's Fee on Cost of Work only
8.00%
$120,305.17
SUBTOTAL 2:
$1,624,119.83
D. Bonds and Insurance Allowances
     D1 Bonds
1.00%
$16,241.20
     D2 Insurance
0.50%
$8,120.60
$24,361.80
SUBTOTAL 3:
$1,648,481.63
E. Sales Tax
     E1 Sales Tax
5.07%
$83,578.02
     E2 Tax Credits
$83,578.02
$1,732,059.65
ALLOWANCES:
$249,000.00
TOTAL GMP PROPOSAL + ALLOWANCES:
$1,981,059.65
Establishment of Values:
a. Direct Costs and Allowances to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
TOTAL DIRECT COSTS:
SUBTOTAL 1 (Cost of the Work):
TOTAL BONDS & INSURANCE ALLOWANCE:
TOTAL SALES TAX:
TOTAL GMP PROPOSAL:
City of Chandler Project No.: ST 2004.403
CM@RISK GMP SUMMARY
Project Name: Alma School Road Improvements
Project Location: Pecos Road to Fairview Street

CONSTRUCTION COST 
SUMMARY

ITEM #
DESCRIPTION
QTY
UM
UNIT PRICE
TOTAL PRICE
0.5 QUALITY CONTROL
1 LS
$19,450.00
$19,450.00
1 CONSTRUCTION SURVEYING AND LAYOUT
1 LS
$18,300.00
$18,300.00
2
EROSION CONTROL (SWPPP, INSTALLATION, MAINTENANCE, AND 
REMOVAL)
1 LS
$41,055.00
$41,055.00
3 MOBILIZATION/DEMOBILIZATION
1 LS
$63,479.32
$63,479.32
4 CLEARING AND GRUBBING
1 LS
$17,257.03
$17,257.03
5 REMOVAL TREE, DIAMETER > 12 IN
26 EACH
$784.02
$20,384.52
6 SUBGRADE PREPARATION
3059 SY
$46.52
$142,304.68
7 AGGREGATE BASE (12")
3059 SY
$27.92
$85,407.28
8
ASPHALTIC CONCRETE PAVEMENT (2 IN SURFACE COURSE, A-12.5 
EVAC)
3059 SY
$16.25
$49,708.75
9 ASPHALTIC CONCRETE PAVEMENT (3 IN BASE COURSE, A-19 EVAC)
3059 SY
$19.97
$61,088.23
10 BITUMINOUS TACK COAT SS-1H, DILUTED
3059 SY
$2.09
$6,393.31
11 FOG SEAL/SURFACE SEAL
12787 SY
$1.28
$16,367.36
11.5 CRACK SEAL
5000 LF
$1.50
$7,500.00
12 SINGLE CURB, TYPE A, MAG DET 222
2185 LF
$26.37
$57,618.45
13 VERTICAL CURB & GUTTER, TYPE A, MAG DET 220-1
843 LF
$20.90
$17,618.70
14 CONSTRUCT CONCRETE SIDEWALK PER MAD STD DET 230
5011 SF
$7.02
$35,177.22
15 CONSTRUCT DUAL RAMP PER COC DET C-258
2 EACH
$2,822.08
$5,644.16
16 CONSTRUCT SINGLE RAMP PER COC DET C-258
2 EACH
$2,834.58
$5,669.16
17
CONSTRUCT CONCRETE BUS BAY AND SHELTER PAD PER COC DET C-
230
1 EACH
$26,507.92
$26,507.92
18
CONSTRUCT CONCRETE VALLEY GUTTER PEP MAG STD DETAIL 240 
(MODIFIED 3')
254 SF
$36.70
$9,321.80
19
CONSTRUCT DRAINAGE SCUPPER PER COC DET C-500. REUSE 
EXISTING RIP RAP AND SPLASH PAD
4 EACH
$7,919.28
$31,677.12
20 MEDIAN NOSE PER, COC DET C-225 (PAINTED YELLOW)
41 SF
$59.17
$2,425.97
21 MEDIAN PAVERS PER COC DET C-225
1504 SF
$9.11
$13,701.44
22 ADJUST MANHOLE FRAME & COVER, MAG DET 422
2 EACH
$850.00
$1,700.00
23 ADJUST VALVE BOX & COVER, MAG DET 391-1 AND COC DET C-307
3 EACH
$750.00
$2,250.00
24
CUT EXISTING WATER LINE AND INSTALL NEW VALVE & VALVE BOX 
PER MAG DETAILS
1 EACH
$5,345.53
$5,345.53
25 CONNECT NEW 6" DIP AT EXISTING FIRE HYDRANT
2 EACH
$757.95
$1,515.90
26 INSTALL 6" DIP
26 LF
$208.96
$5,432.96
27 INSTALL 6" DIP BENDS
2 EACH
$1,052.01
$2,104.02
28 FURNISH & INSTALL NEW FIRE HYDRANT PER COC DET C-303
3 EACH
$9,136.36
$27,409.08
29 2" MILL EXISTING ASPHALTIC CONCRETE PAVEMENT
448 SY
$17.25
$7,728.00
30 REMOVE EXISTING CONCRETE CURB
3507 LF
$8.05
$28,231.35
31 REMOVE EXISTING CONCRETE SIDEWALK AND CONCRETE RAMPS
6713 SF
$2.64
$17,722.32
32
REMOVE LIGHT POLE FOUNDATIONS AND SALVAGE STREETLIGHT 
POLES/EQUIPMENT
4 EACH
$1,660.31
$6,641.24
33 REMOVE AND SALVAGE EXISTING FIRE HYDRANT
3 EACH
$1,291.51
$3,874.53
34 REMOVE EXISTING CONCRETE DRAINAGE SCUPPER
4 EACH
$2,799.58
$11,198.32
35 REMOVE EXISTING BUS BAY AND SHELTER PAD CONCRETE
1206 SF
$7.56
$9,117.36
36 REMOVE EXISTING CONCRETE VALLEY GUTTER
391 SF
$7.35
$2,873.85
37 REMOVE AND REINSTALL SIGN
1 EACH
$350.00
$350.00
38 UNIFORMED OFF-DUTY LAW ENFORCEMENT OFFICER
240 HR
$75.00
$18,000.00
39 LANDSCAPE ESTABLISHMENT (90 DAYS)
1 LS
$6,000.00
$6,000.00
40 SHRUB – 5 GAL, GROUNDCOVER ACCENT (BUSH MORNING GLORY)
174 EACH
$30.00
$5,220.00
41 TREE – 48 IN BOX, 3 IN CAL MIN
16 EACH
$1,450.00
$23,200.00
42
DECOMPOSED GRANITE, 1 ¼ IN SCREENED, 2.5" THICK (MATCH 
EXISTING COLOR)
7800 SF
$1.40
$10,920.00
43 4 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC)
600 LF
$57.00
$34,200.00
ALMA SCHOOL ROAD IMPROVEMENTS
SUMMARY OF DIRECT COSTS
PECOS ROAD TO FAIRVIEW STREET
CITY OF CHANDLER PROJECT NO: ST2004.403

ITEM #
DESCRIPTION
QTY
UM
UNIT PRICE
TOTAL PRICE
ALMA SCHOOL ROAD IMPROVEMENTS
SUMMARY OF DIRECT COSTS
PECOS ROAD TO FAIRVIEW STREET
CITY OF CHANDLER PROJECT NO: ST2004.403
44 PVC IRRIGATION PIPE ¾ IN (SCH.40 PVC)
1400 LF
$3.00
$4,200.00
45 PVC IRRIGATION PIPE 1 IN (SCH. 40 PVC)
450 LF
$3.00
$1,350.00
46 PVC IRRIGATION PIPE 1.5" IN (SCH. 40 PVC)
100 LF
$10.00
$1,000.00
47 PRESSURE REGULATOR (SENNIGER 30 PSI)
2 EACH
$300.00
$600.00
48 CONTROLLER, AUTOMATIC (6 STA) (HUNTER XCH BATTERY)
1 EACH
$6,000.00
$6,000.00
49 BALL VALVE 1.5” BRASS
2 EACH
$500.00
$1,000.00
50 1 IN REMOTE CONTROL VALVE, ELECTRIC (HUNTER ICV SERIES)
2 EACH
$500.00
$1,000.00
51 FLUSH CAP ASSEMBLY (1/2”)
8 EACH
$50.00
$400.00
52 SINGLE OUTLET EMITTER ASSEMBLY
174 EACH
$12.00
$2,088.00
53 MULTI OUTLET EMITTER ASSEMBLY (6 PORT)
32 EACH
$60.00
$1,920.00
54 REMOVE EXISTING PAVEMENT MARKINGS
1 LS
$4,500.00
$4,500.00
55 4 IN WHITE TRAFFIC PAINT STRIPE
10785 LF
$0.80
$8,628.00
56 4 IN WHITE THERMOPLASTIC TRAFFIC STRIPE
3387 LF
$0.64
$2,167.68
57 4 IN YELLOW TRAFFIC PAINT STRIPE
4305 LF
$0.90
$3,874.50
58 PREFORMED SYMBOL BIKE LANE MARKING SET
6 EACH
$245.00
$1,470.00
59 THERMOPLASTIC/PREFORMED SYMBOL LEFT TURN ARROW
4 EACH
$350.00
$1,400.00
60 THERMOPLASTIC/PREFORMED SYMBOL RIGHT TURN ARROW
2 EACH
$195.00
$390.00
61 PAVEMENT MARKER, RAISED TYPE G
150 EACH
$3.50
$525.00
62 PERFORATED SIGN POST
14 LF
$25.00
$350.00
63 PERFORATED SIGN POST FOUNDATION (COMPLETE)
2 EACH
$175.00
$350.00
64
REPLACE EXISTING NO.9 PULL BOX LID WITH TORSION ASSIST SPRING 
LID.
2 EACH
$3,169.00
$6,338.00
65
APS LIGHTING PULL BOX (COTRACTOR SUPPLIED AND INSTALLED) 
(NO. 3 ½) (SL-14A & SL-14C)
1 EACH
$535.00
$535.00
66
SCH. 40 PVC ELECTRICAL CONDUIT, 1 IN (BETWEEN PULL BOX & 
STREET LIGHT POLE)
45 LF
$32.50
$1,462.50
67
SCH. 40 PVC ELECTRICAL CONDUIT, 2.5" IN (BETWEEN STREET LIGHT 
POLES)
275 LF
$25.00
$6,875.00
68
REMOVE AND RELOCATE EXISTING VIDEO DETECTION CAMERA AND 
LUMINAIRE INSTALL NEW VIDEO DETECTION CAMERA AND EXISTING 
LUMINAIRE ON NEW MAST ARM
2 EACH
$14,875.00
$29,750.00
69
REMOVE EXISTING VIDEO DETECTION CAMERA AND INSTALL NEW 
VIDEO DETECTION CAMERA AND VIDEO DETECTION CABLES
2 EACH
$14,525.00
$29,050.00
70 TRAFFIC SIGNAL (RELOCATE EXISTING SIGNAL HEAD)
8 EACH
$215.00
$1,720.00
71 INSTALL NEW PEDESTRIAN PUSH BUTTON AND PEDISTAL
2 EACH
$2,082.00
$4,164.00
72
REMOVE AND RELOCATE EXISTING PEDESTRIAN SIGNAL HEAD, 
PEDESTRIAN PUSH BUTTON, DETECTOR,
2 EACH
$1,815.00
$3,630.00
73 SCHEDULE 40 2" CONDUIT FOR SIGNAL IMPROVEMENTS
100 LF
$26.00
$2,600.00
74 SCHEDULE 40 4" CONDUIT FOR SIGNAL IMPROVEMENTS
320 LF
$88.00
$28,160.00
75
INSTALL NEW NO. 7 PULL BOX FOR SIGNAL
1 EACH
$898.00
$898.00
76 FURNISH AND INSTALL NEW 55' SIGNAL MAST ARM
1 EACH
$8,315.00
$8,315.00
77
RELOCATE EXISTING SIGNAL CABLE FOR MAST ARM AND PEDESTRIAN 
PEDISTALS INSIDE NEW 4" CONDUIT.  RE-UTILIZE EXISTING NO. 7 
PULL BOX AS IDENTIFIED IN THE PLANS
140 LF
$8.50
$1,190.00
78
INSTALL NEW CCTV AXIS P5635-E MK II PAN-TILT -ZOOM (PTZ) 
CAMERA ON EXISTING LUMINAIRE POLE
1 EACH
$3,488.00
$3,488.00
79
DIRECTIONAL DRILL (CONDUITS RUNS FOR SIGNALS)
0 LF
$0.00
$0.00
80 SIGNAL CABLE (#14 CONDUCTOR 20-1 IMSA SIGNAL CABLES)
1500 LF
$5.60
$8,400.00
81
FURNISH & INSTALL NEW SIGNAL POLE FOUNDATION, RELOCATE 
EXISTING SIGNAL POLE, MAST ARM, & LUMINAIRE
2 EACH
$4,600.00
$9,200.00

ITEM #
DESCRIPTION
QTY
UM
UNIT PRICE
TOTAL PRICE
ALMA SCHOOL ROAD IMPROVEMENTS
SUMMARY OF DIRECT COSTS
PECOS ROAD TO FAIRVIEW STREET
CITY OF CHANDLER PROJECT NO: ST2004.403
82
FURNISH & INSTALL STREET LIGHT POLE AND FOUNDATION PER COC 
UDM STD DTL SL1 AND SECTION 2.2 USE EXISTING LUMINAIRE
4 EACH
$4,165.00
$16,660.00
83
RELOCATE EXISTING STREET LIGHT POLE, MAST ARM, AND 
LUMINARE TO NEW FOUNDATION PER COC UDM STD DTL SL1
4 EACH
$2,000.00
$8,000.00
84
FURNISH & INSTALL TYPE II 133 WATT LED COOPER LIGHTING MODEL 
NVN-AE-03-E-U-SL2-10K-4-AP
6 EACH
$500.00
$3,000.00
85
SCHEDULE 40 2" QUAD DUCT WITH 12 AWG TRACER WIRE AND PULL 
TAPE. CONDUIT COLORS, 1-BLACK, 3-GRAY
1016 LF
$46.00
$46,736.00
86
INSTALL NEW 144 SMFO IN BLACK CONDUIT. INSTALL 12 AWG 
TRACER WIRE AND MULE TAPE IN ALL CONDUITS.
1016 LF
$7.95
$8,077.20
87
INSTALL NEW 144 SMFO AND 12 AWG TRACER WIRE AND MULE 
TAPE IN EXISTING CONDUIT
2427 LF
$7.95
$19,294.65
87.5
INSTALL NEW 144 SMFO AND 12 AWG TRACER WIRE AND MULE 
TAPE IN EXISTING CONDUIT (WILLIS TO GERMANN)
2775 LF
$7.95
$22,061.25
88 FURNISH & INSTALL SPLICE ENCLOSURE
2 EACH
$1,610.00
$3,220.00
89 SCHEDULE 40 3" CONDUIT FOR ITS IMPROVEMENTS
38 LF
$160.00
$6,080.00
90 DIRECTIONAL DRILL (ITS CONDUIT RUNS)
0 LF
$0.00
$0.00
91 12 PORT GATOR PATCH CABLE ASSEMBLY
3 EACH
$1,635.00
$4,905.00
92
REMOVE EXISTING TWISTED PAIR, PROTECT IN PLACE EXISTING 
CONDUIT, CONDUCTORS AND FIBER OPTIC CABLE
908 LF
$0.60
$544.80
93
INSTALL ETHERWAN EX73931-OVB WITH FOUR EX-1250TSP-MB5L-A 
SFP AND EX41-136046 POWER SUPPLY. SALVAGE EXISTING 
ETHERNET SWITCH
2 EACH
$4,647.00
$9,294.00
94 ALLOWANCE: ROADWAY WORK
1 AL
$0.00
$0.00
95 ALLOWANCE: CONCRETE WORK
1 AL
$0.00
$0.00
96 ALLOWANCE: LANDSCAPING
1 AL
$0.00
$0.00
97 ALLOWANCE: TRAFFIC SIGNAL AND COMMUNICATIONS FACILITIES
1 AL
$0.00
$0.00
98 ALLOWANCE: SRP ELECTRICAL
1 AL
$0.00
$0.00
99 ALLOWANCE: APS ELECTRICAL
1 AL
$0.00
$0.00
100 ALLOWANCE: UTILITIES
1 AL
$0.00
$0.00
101 ALLOWANCE: REMOVALS
1 AL
$0.00
$0.00
102 ALLOWANCE: UNSUITIBLE SOILD
1 AL
$0.00
$0.00
103 ALLOWANCE: (UNFORSEEN CONDITIONS)
1 AL
$0.00
$0.00
104 TRAFFIC CONTROL
1 LS
$181,861.20
$181,861.20
SUBTOTAL DIRECT COSTS
$1,503,814.66
ALLOWANCES
ITEM #
DESCRIPTION
QTY
UM
UNIT PRICE
TOTAL PRICE
OWNERS ALLOWANCE
1 AL
$150,000.00
$150,000.00
ALLOWANCE: UNSUITABLE SUBGRADE
1 AL
$56,000.00
$56,000.00
ALLOWANCE: TRAFFIC SIGNALS
1 AL
$43,000.00
$43,000.00
TOTAL ALLOWANCES
$249,000.00

COST DETAIL

Cost Detail With Categories
Project Name:
Alma School Pecos Rd Improvements (CMAR)
Customer:
City of Chandler
Job Number:
Billing Address:
175 S. Arizona Ave., 3rd floor
Bid As:
Chandler, AZ 85225
Estimator:
Phone:
Project Address:
Contact:
Completion Date:
Pay Items
Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
0.5 - 0.5 - QUALITY CONTROL  (ATC Group)
1.00 LS
$19,450.00
$19,450.00
1 - 1 - CONSTRUCTION SURVEYING AND LAYOUT  (EPS 
Group)
1.00 LS
$18,300.00
$18,300.00
2 - 2 - EROSION CONTROL (SWPPP, INSTALLATION, 
MAINTENANCE, AND REMOVAL)
1.00 LS
$41,055.00
$41,055.00
Plug
$0.00
$0.00
$0.00
$8,805.00
$2,500.00
$29,750.00
$0.00
$0.00
$0.00
$2,500.00
$8,805.00
$29,750.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
EROSION CONTROL (SWPPP PREPERATION, INSTALLATION, 
MAINTENANCE, AND REMOVAL)
1.00 LS
$41,055.00
$41,055.00
AZPDES PERMIT
1.00 LS
$1,350.00
$1,350.00
DUST PERMIT
1.00 LS
$3,855.00
$3,855.00
NOI PERMIT
1.00 LS
$350.00
$350.00
INLET PROTECTION
4.00 EACH
$250.00
$1,000.00
WATTLES
750.00 LF
$3.00
$2,250.00
SWEEPING
1.00 LS
$29,750.00
$29,750.00
SWEEPING (0.03 LS/DY, 35.00 DY)
1.00 LS
$29,750.00
$29,750.00
PICK-UP BROOM
350.00 HR
$85.00
$29,750.00
CONCRETE WASHOUT
1.00 LS
$2,500.00
$2,500.00
3 - 3 - MOBILIZATION/DEMOBILIZATION
1.00 LS
$63,479.32
$63,479.32
Plug
$0.00
$0.00
$0.00
$45,550.00
$2,000.00
$10,140.84
$0.00
$0.00
$0.00
$2,000.00
$45,550.00
$10,140.84
Total:
Unit:
Miscellaneous
Trucking
$5,788.48
Material
Subcontracted
Equipment
Labor
$5,788.48
MOBILIZATION/DEMOBILIZATION
1.00 LS
$63,479.32
$63,479.32
SUNLAND MOBILIZATION
1.00 LS
$10,452.80
$10,452.80
TRANSPORT (0.10 LS/DY, 10.00 DY)
1.00 LS
$10,452.80
$10,452.80
TRANSPORT
80.00 HR
$85.00
$6,800.00
OPERATOR
80.00 HR
$45.66
$3,652.80
ELECTRICAL MOBE  (Roadway Electric LLC.)
1.00 LS
$20,000.00
$20,000.00
STRIPING MOBES  (Pavement Marking Inc.)
3.00 EACH
$950.00
$2,850.00
LANDSCAPE MOBE  (CD Development)
1.00 EACH
$6,000.00
$6,000.00
3/26/2021 3:09:28 PM
Page 1 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
JOB CLEANUP
1.00 LS
$7,476.52
$7,476.52
JOB CLEANUP
1.00 LS
$4,738.72
$4,738.72
JOB CLEANUP (0.50 LS/DY, 2.00 DY)
1.00 LS
$4,738.72
$4,738.72
950H LOADER
16.00 HR
$101.58
$1,625.28
OPERATOR
16.00 HR
$45.66
$730.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
LABOR
16.00 HR
$42.16
$674.56
HAUL DISPOSE
4.00 LOAD
$684.45
$2,737.80
SUPER 16
8.00 HR
$92.23
$737.80
DUMP FEES (TRASH)  (A Estimate)
4.00 LOAD
$500.00
$2,000.00
OBLIT MOBE  (Pavement Marking Inc.)
2.00 EACH
$1,100.00
$2,200.00
AC PAVING MOBE 3"  (Public Works)
2.00 EACH
$2,500.00
$5,000.00
AC PAVING MOBE 1/2"  (Public Works)
2.00 EACH
$2,500.00
$5,000.00
MILLING MOBES  (Public Works)
3.00 EACH
$1,500.00
$4,500.00
4 - 4 - CLEARING AND GRUBBING
1.00 LS
$17,257.03
$17,257.03
Plug
$0.00
$0.00
$0.00
$0.00
$4,000.00
$6,757.83
$0.00
$0.00
$0.00
$4,000.00
$0.00
$6,757.83
Total:
Unit:
Miscellaneous
Trucking
$6,499.20
Material
Subcontracted
Equipment
Labor
$6,499.20
CLEAR & GRUB
1.00 LS
$17,257.03
$17,257.03
CLEAR & GRUB
1.00 LS
$11,781.43
$11,781.43
CLEAR & GRUB (0.33 LS/DY, 3.00 DY)
1.00 LS
$11,781.43
$11,781.43
F-250 PICKUP
24.00 HR
$18.16
$435.91
GRADE FOREMAN
24.00 HR
$49.50
$1,188.00
LABOR [2]
24.00 HR
$42.16
$2,023.68
3900 WATERTRUCK
24.00 HR
$61.11
$1,466.64
OPERATOR
24.00 HR
$45.66
$1,095.84
950H LOADER
24.00 HR
$101.58
$2,437.92
OPERATOR
24.00 HR
$45.66
$1,095.84
414E SKIP LOADER
24.00 HR
$39.24
$941.76
OPERATOR
24.00 HR
$45.66
$1,095.84
HAUL DISPOSE
8.00 LOAD
$684.45
$5,475.60
SUPER 16
16.00 HR
$92.23
$1,475.60
DUMP FEES (TRASH)  (A Estimate)
8.00 LOAD
$500.00
$4,000.00
5 - 5 - REMOVAL TREE, DIAMETER > 12 IN
26.00 EACH
$784.02
$20,384.63
Plug
$0.00
$0.00
$0.00
$650.00
$38.46
$42.75
$0.00
$0.00
$0.00
$1,000.00
$16,900.00
$1,111.43
Total:
Unit:
Miscellaneous
Trucking
$52.82
Material
Subcontracted
Equipment
Labor
$1,373.20
REMOVAL TREE, DIAMETER > 12 IN
26.00 EACH
$784.02
$20,384.63
REMOVAL TREE, DIAMETER > 12 IN  (Jason's Tree Service)
26.00 EACH
$650.00
$16,900.00
REMOVE STUMPS
26.00 EACH
$81.37
$2,115.73
REMOVE STRUMPS
26.00 EACH
$81.37
$2,115.73
AAA CREW (26.00 EACH/DY, 1.00 DY)
26.00 EACH
$81.37
$2,115.73
308D EXCAVATOR
10.00 HR
$56.09
$560.90
OPERATOR 3
10.00 HR
$45.66
$456.60
GRADE FOREMAN
10.00 HR
$49.50
$495.00
F-250 PICKUP
10.00 HR
$18.16
$181.63
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 2 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LABOR 2
10.00 HR
$42.16
$421.60
HAUL DISPOSE
2.00 LOAD
$684.45
$1,368.90
SUPER 16
4.00 HR
$92.23
$368.90
DUMP FEES (TRASH)  (A Estimate)
2.00 LOAD
$500.00
$1,000.00
6 - 6 - SUBGRADE PREPARATION
3,059.00 SY
$46.52
$142,290.28
Plug
$0.00
$0.00
$0.00
$8.00
$3.19
$15.40
$0.00
$0.00
$0.00
$9,750.00
$24,477.92
$47,093.76
Total:
Unit:
Miscellaneous
Trucking
$19.93
Material
Subcontracted
Equipment
Labor
$60,968.60
SUBGRADE PREP
3,059.00 SY
$46.52
$142,290.28
ROADWAY EXCAVATION
2,585.00 CY
$24.25
$62,698.12
MASS EX TO CURB GRADE
2,000.00 CY
$7.02
$14,033.71
MASS EX TO CURB GRADE (1,000.00 CY/DY, 2.00 DY)
2,000.00 CY
$7.02
$14,033.71
F-250 PICKUP
20.00 HR
$18.16
$363.26
GRADE FOREMAN
20.00 HR
$49.50
$990.00
336 EXCAVATOR
20.00 HR
$173.57
$3,471.45
OPERATOR
20.00 HR
$45.66
$913.20
140 BLADE
20.00 HR
$124.54
$2,490.80
OPERATOR
20.00 HR
$45.66
$913.20
3900 WATERTRUCK
20.00 HR
$61.11
$1,222.20
OPERATOR
20.00 HR
$45.66
$913.20
GRADE CHECKER
20.00 HR
$48.50
$970.00
LABOR [2]
20.00 HR
$42.16
$1,686.40
GPS ROVER/BASE
20.00 HR
$5.00
$100.00
SLIVER EX
585.00 CY
$40.94
$23,947.34
SLIVER EX 5" (97.50 CY/DY, 6.00 DY)
585.00 CY
$40.94
$23,947.34
F-250 PICKUP
48.00 HR
$18.16
$871.82
GRADE FOREMAN
48.00 HR
$49.50
$2,376.00
308D EXCAVATOR
48.00 HR
$56.09
$2,692.32
OPERATOR
48.00 HR
$45.66
$2,191.68
3900 WATERTRUCK
48.00 HR
$61.11
$2,933.28
OPERATOR
48.00 HR
$45.66
$2,191.68
GRADE CHECKER
48.00 HR
$48.50
$2,328.00
LABOR [2]
48.00 HR
$42.16
$4,047.36
414E SKIP LOADER
48.00 HR
$39.24
$1,883.52
OPERATOR
48.00 HR
$45.66
$2,191.68
GPS ROVER/BASE
48.00 HR
$5.00
$240.00
HAUL EX TO STKPL
631.00 CY
$6.72
$4,239.15
HAUL EX TO STKPL (631.00 CY/DY, 1.00 DY)
631.00 CY
$6.72
$4,239.15
SUPER 16 [3]
10.00 HR
$92.23
$2,766.75
950H LOADER
10.00 HR
$101.58
$1,015.80
OPERATOR
10.00 HR
$45.66
$456.60
ROADWAY EXPORT  (ADRA Contraction Inc.)
1,954.00 CY
$10.48
$20,477.92
SCARIFY AND RECOMPACT
3,059.00 SY
$8.44
$25,804.35
SCRAIFY MAINLINE
3,059.00 SY
$8.44
$25,804.35
SCARIFY & RECOMPACT (509.83 SY/DY, 6.00 DY)
3,059.00 SY
$8.44
$25,804.35
F-250 PICKUP
60.00 HR
$18.16
$1,089.77
GRADE FOREMAN
60.00 HR
$49.50
$2,970.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 3 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
3900 WATERTRUCK
60.00 HR
$61.11
$3,666.60
OPERATOR
60.00 HR
$45.66
$2,739.60
PNUEMATIC ROLLER
60.00 HR
$29.42
$1,765.18
OPERATOR
60.00 HR
$45.66
$2,739.60
GRADE CHECKER
60.00 HR
$48.50
$2,910.00
414E SKIP LOADER
60.00 HR
$39.24
$2,354.40
LABOR
60.00 HR
$42.16
$2,529.60
OPERATOR
60.00 HR
$45.66
$2,739.60
GPS ROVER/BASE
60.00 HR
$5.00
$300.00
FINISH SUBGRADE
3,059.00 SY
$11.25
$34,405.80
FINISH SUBGRADE
3,059.00 SY
$11.25
$34,405.80
FINISH MAINLINE
3,059.00 SY
$11.25
$34,405.80
FINISH MAINLINE (382.38 SY/DY, 8.00 DY)
3,059.00 SY
$11.25
$34,405.80
F-250 PICKUP
80.00 HR
$18.16
$1,453.03
GRADE FOREMAN
80.00 HR
$49.50
$3,960.00
3900 WATERTRUCK
80.00 HR
$61.11
$4,888.80
OPERATOR
80.00 HR
$45.66
$3,652.80
PNUEMATIC ROLLER
80.00 HR
$29.42
$2,353.57
OPERATOR
80.00 HR
$45.66
$3,652.80
GRADE CHECKER
80.00 HR
$48.50
$3,880.00
414E SKIP LOADER
80.00 HR
$39.24
$3,139.20
LABOR
80.00 HR
$42.16
$3,372.80
OPERATOR
80.00 HR
$45.66
$3,652.80
GPS ROVER/BASE
80.00 HR
$5.00
$400.00
POTHOLING
20.00 HR
$200.00
$4,000.00
JOB WATER
1,500.00 MGAL
$10.25
$15,382.00
WATER BUY
1,500.00 MGAL
$10.25
$15,382.00
WATER MATERIAL
1,500.00 MGAL
$10.25
$15,382.00
WATER
1,500.00 MGAL
$6.50
$9,750.00
KLEIN TANK
704.00 HR
$8.00
$5,632.00
7 - 7 - AGGREGATE BASE (12")
3,059.00 SY
$27.92
$85,409.89
Plug
$0.00
$0.00
$0.00
$0.00
$8.30
$7.22
$0.00
$0.00
$0.00
$25,375.00
$0.00
$22,086.73
Total:
Unit:
Miscellaneous
Trucking
$12.41
Material
Subcontracted
Equipment
Labor
$37,948.16
AGGREGATE BASE (12")
3,059.00 SY
$27.92
$85,409.89
ABC
1,896.00 TON
$45.05
$85,409.89
BUY ABC CL 2
1,896.00 TON
$13.38
$25,375.00
MAG SPEC ABC (RDWY)  (A Estimate)
2,030.00 TON
$12.50
$25,375.00
PROCESS ABC
1,896.00 TON
$17.26
$32,734.24
PROCESS ABC MAINLINE
1,896.00 TON
$17.26
$32,734.24
PROCESS ABC MAINLINE (237.00 TON/DY, 8.00 DY)
1,896.00 TON
$17.26
$32,734.24
F-250 PICKUP
64.00 HR
$18.16
$1,162.43
GRADE FOREMAN
64.00 HR
$49.50
$3,168.00
PNUEMATIC ROLLER
64.00 HR
$29.42
$1,882.86
OPERATOR
64.00 HR
$45.66
$2,922.24
414E SKIP LOADER [2]
64.00 HR
$39.24
$5,022.72
OPERATOR [2]
64.00 HR
$45.66
$5,844.48
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 4 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
3900 WATERTRUCK
64.00 HR
$61.11
$3,911.04
GRADE CHECKER
64.00 HR
$48.50
$3,104.00
LABOR
64.00 HR
$42.16
$2,698.24
LABOR
64.00 HR
$42.16
$2,698.24
GPS ROVER/BASE
64.00 HR
$5.00
$320.00
FINISH ABC
3,059.00 SY
$8.92
$27,300.64
FINISH ABC MAINLINE
3,059.00 SY
$8.92
$27,300.64
FINISH ABC MAINLINE (382.38 SY/DY, 8.00 DY)
3,059.00 SY
$8.92
$27,300.64
F-250 PICKUP
64.00 HR
$18.16
$1,162.43
GRADE FOREMAN
64.00 HR
$49.50
$3,168.00
PNUEMATIC ROLLER
64.00 HR
$29.42
$1,882.86
OPERATOR
64.00 HR
$45.66
$2,922.24
414E SKIP LOADER
64.00 HR
$39.24
$2,511.36
OPERATOR
64.00 HR
$45.66
$2,922.24
3900 WATERTRUCK
64.00 HR
$61.11
$3,911.04
GRADE CHECKER
64.00 HR
$48.50
$3,104.00
LABOR
64.00 HR
$42.16
$2,698.24
LABOR
64.00 HR
$42.16
$2,698.24
GPS ROVER/BASE
64.00 HR
$5.00
$320.00
8 - 8 - ASPHALTIC CONCRETE PAVEMENT (2 IN SURFACE 
COURSE, A-12.5 EVAC)
3,059.00 SY
$16.25
$49,709.84
Plug
$0.00
$0.00
$0.00
$6.28
$8.10
$0.70
$0.00
$0.00
$0.00
$24,790.00
$19,200.00
$2,133.60
Total:
Unit:
Miscellaneous
Trucking
$1.17
Material
Subcontracted
Equipment
Labor
$3,586.24
ASPHALTIC CONCRETE PAVEMENT (2 IN SURFACE COURSE, A-
12.5 EVAC)
3,059.00 SY
$16.25
$49,709.84
BUY MATERIAL
344.00 TON
$72.06
$24,790.00
ASPHALT CONCRETE PAVEMENT  A 12.5( EVAC)  (A 
Estimate)
370.00 TON
$67.00
$24,790.00
PAVING 1/2" ML  (Public Works)
16.00 HR
$1,200.00
$19,200.00
AC PAVING SUPPORT A-12.5
1.00 LS
$5,719.84
$5,719.84
PAVING SUPPORT CREW (0.50 LS/DY, 2.00 DY)
1.00 LS
$5,719.84
$5,719.84
414E SKIP LOADER
16.00 HR
$39.24
$627.84
OPERATOR
16.00 HR
$45.66
$730.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
LABOR [2]
16.00 HR
$42.16
$1,349.12
MECHANIC TRUCK
16.00 HR
$33.00
$528.00
MECHANIC
16.00 HR
$48.50
$776.00
9 - 9 - ASPHALTIC CONCRETE PAVEMENT (3 IN BASE 
COURSE, A-19 EVAC)
3,059.00 SY
$19.97
$61,099.84
Plug
$0.00
$0.00
$0.00
$6.28
$11.83
$0.70
$0.00
$0.00
$0.00
$36,180.00
$19,200.00
$2,133.60
Total:
Unit:
Miscellaneous
Trucking
$1.17
Material
Subcontracted
Equipment
Labor
$3,586.24
ASPHALTIC CONCRETE PAVEMENT (3 IN BASE COURSE, A-19 
EVAC)
3,059.00 SY
$19.97
$61,099.84
BUY MATERIAL
516.00 TON
$70.12
$36,180.00
ASPHALT CONCRETE (A-19 EVAC)  (A Estimate)
540.00 TON
$67.00
$36,180.00
PAVING 3"   (Public Works)
16.00 HR
$1,200.00
$19,200.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 5 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
AC PAVING SUPPORT A-19
1.00 LS
$5,719.84
$5,719.84
PAVING SUPPORT CREW (0.50 LS/DY, 2.00 DY)
1.00 LS
$5,719.84
$5,719.84
414E SKIP LOADER
16.00 HR
$39.24
$627.84
OPERATOR
16.00 HR
$45.66
$730.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
LABOR [2]
16.00 HR
$42.16
$1,349.12
MECHANIC TRUCK
16.00 HR
$33.00
$528.00
MECHANIC
16.00 HR
$48.50
$776.00
10 - 10 - BITUMINOUS TACK COAT SS-1H, DILUTED
3,059.00 SY
$2.09
$6,400.00
Plug
$0.00
$0.00
$0.00
$2.09
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$6,400.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
BITUMINOUS TACK COAT SS-1h, DILUTED
6.00 TON
$1,066.67
$6,400.00
Bituminous Tack Coat SS-1h, Diluted  (A Estimate)
6.00 TON
$400.00
$2,400.00
APPLY TACK  (A Estimate)
16.00 HR
$250.00
$4,000.00
11 - 11 - FOG SEAL/SURFACE SEAL
12,787.00 SY
$1.28
$16,395.90
Plug
$0.00
$0.00
$0.00
$1.00
$0.00
$0.11
$0.00
$0.00
$0.00
$0.00
$12,787.00
$1,395.90
Total:
Unit:
Miscellaneous
Trucking
$0.17
Material
Subcontracted
Equipment
Labor
$2,213.00
FOG SEAL
12,787.00 SY
$1.28
$16,395.90
FOG SEAL  (A Estimate)
12,787.00 SY
$1.00
$12,787.00
FOG SEAL SUPPORT
1.00 LS
$3,608.90
$3,608.90
FOG SEAL SUPPORT (0.50 LS/DY, 2.00 DY)
1.00 LS
$3,608.90
$3,608.90
414E SKIP LOADER
20.00 HR
$39.24
$784.80
OPERATOR
20.00 HR
$45.66
$913.20
3900 WATERTRUCK [0.5]
20.00 HR
$61.11
$611.10
OPERATOR [0.5]
20.00 HR
$45.66
$456.60
LABOR
20.00 HR
$42.16
$843.20
11.5 - 11.5 - CRACK SEAL  (Public Works)
5,000.00 LF
$1.50
$7,500.00
12 - 12 - SINGLE CURB, TYPE A, MAG DET 222
2,185.00 LF
$26.37
$57,621.99
Plug
$0.00
$0.00
$0.00
$0.00
$4.06
$10.10
$0.00
$0.00
$0.00
$8,880.00
$0.00
$22,068.31
Total:
Unit:
Miscellaneous
Trucking
$12.21
Material
Subcontracted
Equipment
Labor
$26,673.68
SINGLE CURB, TYPE A, MAG DET 222
2,185.00 LF
$26.37
$57,621.99
EX/FNGD CURB 222 TY A
2,185.00 LF
$5.30
$11,589.00
FINE GRADE CURB (1,092.50 LF/DY, 2.00 DY)
2,185.00 LF
$5.30
$11,589.00
GRADE CHECKER
20.00 HR
$48.50
$970.00
140 BLADE
20.00 HR
$124.54
$2,490.80
OPERATOR
20.00 HR
$45.66
$913.20
414E SKIP LOADER
20.00 HR
$39.24
$784.80
OPERATOR
20.00 HR
$45.66
$913.20
3900 WATERTRUCK
20.00 HR
$61.11
$1,222.20
OPERATOR
20.00 HR
$45.66
$913.20
613 SCRAPER
20.00 HR
$118.42
$2,368.40
OPERATOR
20.00 HR
$45.66
$913.20
GPS ROVER/BASE
20.00 HR
$5.00
$100.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 6 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LOAD STK PILE TO MEDIAN
631.00 CY
$7.51
$4,738.72
LOAD STK PILE TO MEDIAN (315.50 CY/DY, 2.00 DY)
631.00 CY
$7.51
$4,738.72
950H LOADER
16.00 HR
$101.58
$1,625.28
OPERATOR
16.00 HR
$45.66
$730.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
LABOR
16.00 HR
$42.16
$674.56
BACKFILL MEDIAN
631.00 CY
$12.19
$7,691.41
BACKFILL MEDIAN  CREW (315.50 CY/DY, 2.00 DY)
631.00 CY
$12.19
$7,691.41
F-250 PICKUP
16.00 HR
$18.16
$290.61
GRADE FOREMAN
16.00 HR
$49.50
$792.00
414E SKIP LOADER [2]
16.00 HR
$39.24
$1,255.68
OPERATOR
16.00 HR
$45.66
$730.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR [2]
16.00 HR
$45.66
$1,461.12
LABOR [2]
16.00 HR
$42.16
$1,349.12
LABOR
16.00 HR
$42.16
$674.56
WACKER COMPACTOR [2]
16.00 HR
$5.00
$160.00
MEDIAN BACKFILL TRUCKING
631.00 CY
$4.68
$2,951.20
MEDIAN BACKFILL TRUCKING (315.50 CY/DY, 2.00 DY)
631.00 CY
$4.68
$2,951.20
SUPER 16 [2]
16.00 HR
$92.23
$2,951.20
Single Curb, MAG Det 222, Type A
2,185.00 LF
$14.03
$30,651.66
CURB MATERIAL
1.00 LS
$8,880.00
$8,880.00
MAG B 2500 PSI  (A Estimate)
72.00 CY
$115.00
$8,280.00
MISC CURB MATERIAL
1.00 LS
$600.00
$600.00
FRM/PR/STRIP CURB 222 A
400.00 LF
$14.85
$5,938.24
FRM/PR/STRIP CURB CREW (200.00 LF/DY, 2.00 DY)
400.00 LF
$14.85
$5,938.24
FINISHER FOREMAN
16.00 HR
$49.50
$792.00
LABOR [2]
16.00 HR
$42.16
$1,349.12
LABOR [2]
16.00 HR
$42.16
$1,349.12
FINISHER 1 [2]
16.00 HR
$48.50
$1,552.00
FLATRACK [2]
16.00 HR
$28.00
$896.00
SLIP CURB 220 TY A
1,785.00 LF
$8.31
$14,833.42
SET PINS
1,785.00 LF
$1.38
$2,471.68
SET PINS CREW (892.50 LF/DY, 2.00 DY)
1,785.00 LF
$1.38
$2,471.68
FLATRACK
16.00 HR
$28.00
$448.00
LABOR
16.00 HR
$42.16
$674.56
LABOR
16.00 HR
$42.16
$674.56
LABOR
16.00 HR
$42.16
$674.56
SLIP FORM CURB
1,785.00 LF
$6.93
$12,361.74
SLIP FORM CREW (892.50 LF/DY, 2.00 DY)
1,785.00 LF
$6.93
$12,361.74
F-250 PICKUP [3]
16.00 HR
$18.16
$871.82
FINISHER FOREMAN
16.00 HR
$49.50
$792.00
FINISHER 1
16.00 HR
$48.50
$776.00
FINISHER 1 [2]
16.00 HR
$48.50
$1,552.00
LABOR [2]
16.00 HR
$42.16
$1,349.12
LABOR [5]
16.00 HR
$42.16
$3,372.80
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 7 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
SLIP MACHINE
16.00 HR
$228.00
$3,648.00
SLIP FORM MOBE
1.00 EACH
$1,000.00
$1,000.00
13 - 13 - VERTICAL CURB & GUTTER, TYPE A, MAG DET 220-
1
843.00 LF
$20.90
$17,620.16
Plug
$0.00
$0.00
$0.00
$0.00
$6.60
$2.62
$0.00
$0.00
$0.00
$5,560.00
$0.00
$2,206.24
Total:
Unit:
Miscellaneous
Trucking
$11.69
Material
Subcontracted
Equipment
Labor
$9,853.92
VERTICAL CURB AND GUTTER, TYPE A, H=6 IN, MAG DET 220-1
843.00 LF
$20.90
$17,620.16
FNGD CURB 220-1 Type A
843.00 LF
$2.88
$2,428.80
FINE GRADE CURB (843.00 LF/DY, 1.00 DY)
843.00 LF
$2.88
$2,428.80
140 BLADE
8.00 HR
$124.54
$996.32
OPERATOR
8.00 HR
$45.66
$365.28
GRADE CHECKER
8.00 HR
$48.50
$388.00
414E SKIP LOADER
8.00 HR
$39.24
$313.92
OPERATOR
8.00 HR
$45.66
$365.28
Vertical Curb & Gutter, MAG Det 220, Type A, H=6"
843.00 LF
$18.02
$15,191.36
CURB MATERIAL
1.00 LS
$5,560.00
$5,560.00
MAG B 2500 PSI  (A Estimate)
44.00 CY
$115.00
$5,060.00
MISC CURB MATERIAL
1.00 LS
$500.00
$500.00
FRM/PR/STRIP CURB 220 A
843.00 LF
$11.43
$9,631.36
FRM/PR/STRIP CURB CREW (210.75 LF/DY, 4.00 DY)
843.00 LF
$11.43
$9,631.36
FINISHER FOREMAN
32.00 HR
$49.50
$1,584.00
LABOR [2]
32.00 HR
$42.16
$2,698.24
LABOR
32.00 HR
$42.16
$1,349.12
FINISHER 1 [2]
32.00 HR
$48.50
$3,104.00
FLATRACK
32.00 HR
$28.00
$896.00
14 - 14 - CONSTRUCT CONCRETE SIDEWALK PER MAD STD 
DET 230
5,011.00 SF
$7.02
$35,159.40
Plug
$0.00
$0.00
$0.00
$0.00
$1.66
$0.91
$0.00
$0.00
$0.00
$8,305.00
$0.00
$4,555.20
Total:
Unit:
Miscellaneous
Trucking
$4.45
Material
Subcontracted
Equipment
Labor
$22,299.20
CONCRETE SIDEWALK, MAG DET 230
5,011.00 SF
$7.02
$35,159.40
FNGD SIDEWALK 230
5,011.00 SF
$2.07
$10,383.68
FINE GRADE CONCRETE SIDEWALK (1,252.75 SF/DY, 4.00 
DY)
5,011.00 SF
$2.07
$10,383.68
414E SKIP LOADER
32.00 HR
$39.24
$1,255.68
OPERATOR
32.00 HR
$45.66
$1,461.12
GRADE CHECKER
32.00 HR
$48.50
$1,552.00
3900 WATERTRUCK
32.00 HR
$61.11
$1,955.52
OPERATOR
32.00 HR
$45.66
$1,461.12
LABOR [2]
32.00 HR
$42.16
$2,698.24
Concrete Sidewalk, COP Det P1230
5,011.00 SF
$4.94
$24,775.72
SIDEWALK MATERIAL
1.00 LS
$8,305.00
$8,305.00
MISC CURB MATERIAL
1.00 LS
$600.00
$600.00
MAG B 2500 PSI  (A Estimate)
67.00 CY
$115.00
$7,705.00
FRM/PR/STRIP SIDEWALK
5,011.00 SF
$3.29
$16,470.72
FRM/PR/STRIP SIDEWALK CREW (835.17 SF/DY, 6.00 DY)
5,011.00 SF
$3.29
$16,470.72
FINISHER FOREMAN
48.00 HR
$49.50
$2,376.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 8 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LABOR [2]
48.00 HR
$42.16
$4,047.36
LABOR [2]
48.00 HR
$42.16
$4,047.36
FINISHER 1 [2]
48.00 HR
$48.50
$4,656.00
FLATRACK
48.00 HR
$28.00
$1,344.00
15 - 15 - CONSTRUCT DUAL RAMP PER COC DET C-258
2.00 EACH
$2,822.08
$5,644.16
Plug
$0.00
$0.00
$0.00
$0.00
$1,150.00
$216.64
$0.00
$0.00
$0.00
$2,300.00
$0.00
$433.28
Total:
Unit:
Miscellaneous
Trucking
$1,455.44
Material
Subcontracted
Equipment
Labor
$2,910.88
DUAL CONCRETE  CURB RAMP WITH DETECTABLE WARNING, 
COC DET C-258
2.00 EACH
$2,822.08
$5,644.16
FNG SIDEWALK RMP
2.00 EACH
$468.16
$936.32
FINE GRADE SIDEWALK RAMP (3.00 EACH/DY, 0.67 DY)
2.00 EACH
$468.16
$936.32
414E SKIP LOADER
5.33 HR
$39.24
$209.28
OPERATOR
5.33 HR
$45.66
$243.52
GRADE CHECKER
5.33 HR
$48.50
$258.67
LABOR
5.33 HR
$42.16
$224.85
Sidewalk Ramp, (COC STD DTL C-258)
2.00 EACH
$2,353.92
$4,707.84
SIDEWALK MATERIAL
1.00 LS
$2,300.00
$2,300.00
MAG B 2500 PSI  (A Estimate)
10.00 CY
$115.00
$1,150.00
MISC CURB MATERIAL
1.00 LS
$150.00
$150.00
DETECTABLE WARNING (SIDEWALK)
40.00 SF
$25.00
$1,000.00
FRM/PR/STRIP RMP C-258
2.00 EACH
$1,203.92
$2,407.84
FRM/PR/STRIP SIDEWALK RAMP (2.00 EACH/DY, 1.00 DY)
2.00 EACH
$1,203.92
$2,407.84
FINISHER FOREMAN
8.00 HR
$49.50
$396.00
LABOR [2]
8.00 HR
$42.16
$674.56
LABOR
8.00 HR
$42.16
$337.28
FINISHER 1 [2]
8.00 HR
$48.50
$776.00
FLATRACK
8.00 HR
$28.00
$224.00
16 - 16 - CONSTRUCT SINGLE RAMP PER COC DET C-258
2.00 EACH
$2,834.58
$5,669.16
Plug
$0.00
$0.00
$0.00
$0.00
$1,162.50
$216.64
$0.00
$0.00
$0.00
$2,325.00
$0.00
$433.28
Total:
Unit:
Miscellaneous
Trucking
$1,455.44
Material
Subcontracted
Equipment
Labor
$2,910.88
CONSTRUCT SINGLE RAMP PER COC DET C-258
2.00 EACH
$2,834.58
$5,669.16
FNG SIDEWALK RMP
2.00 EACH
$468.16
$936.32
FINE GRADE SIDEWALK RAMP (3.00 EACH/DY, 0.67 DY)
2.00 EACH
$468.16
$936.32
414E SKIP LOADER
5.33 HR
$39.24
$209.28
OPERATOR
5.33 HR
$45.66
$243.52
GRADE CHECKER
5.33 HR
$48.50
$258.67
LABOR
5.33 HR
$42.16
$224.85
Sidewalk Ramp, (COC STD DTL C-258)
2.00 EACH
$2,366.42
$4,732.84
SIDEWALK MATERIAL
1.00 LS
$2,325.00
$2,325.00
MAG B 2500 PSI  (A Estimate)
15.00 CY
$115.00
$1,725.00
MISC CURB MATERIAL
1.00 LS
$100.00
$100.00
DETECTABLE WARNING (SIDEWALK)
20.00 SF
$25.00
$500.00
FRM/PR/STRIP RMP C-258
2.00 EACH
$1,203.92
$2,407.84
FRM/PR/STRIP SIDEWALK RAMP (2.00 EACH/DY, 1.00 DY)
2.00 EACH
$1,203.92
$2,407.84
FINISHER FOREMAN
8.00 HR
$49.50
$396.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 9 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LABOR [2]
8.00 HR
$42.16
$674.56
LABOR
8.00 HR
$42.16
$337.28
FINISHER 1 [2]
8.00 HR
$48.50
$776.00
FLATRACK
8.00 HR
$28.00
$224.00
17 - 17 - CONSTRUCT CONCRETE BUS BAY AND SHELTER 
PAD PER COC DET C-230
1.00 EACH
$26,507.92
$26,507.92
Plug
$0.00
$0.00
$0.00
$0.00
$8,500.00
$1,922.80
$0.00
$0.00
$0.00
$8,500.00
$0.00
$1,922.80
Total:
Unit:
Miscellaneous
Trucking
$16,085.12
Material
Subcontracted
Equipment
Labor
$16,085.12
CONCRETE VALLEY GUTTER (MAG DET. 240)
1,250.00 SF
$21.21
$26,507.92
FNG BUS BAY
1,250.00 SF
$2.08
$2,595.92
FINE GRADE APRON AND VALLEY GUTTER (1,250.00 SF/DY, 
1.00 DY)
1,250.00 SF
$2.08
$2,595.92
414E SKIP LOADER
8.00 HR
$39.24
$313.92
OPERATOR
8.00 HR
$45.66
$365.28
GRADE CHECKER
8.00 HR
$48.50
$388.00
3900 WATERTRUCK
8.00 HR
$61.11
$488.88
OPERATOR
8.00 HR
$45.66
$365.28
LABOR
8.00 HR
$42.16
$337.28
LABOR
8.00 HR
$42.16
$337.28
CONSTRUCT CONCRETE BUS BAY AND SHELTER PAD PER 
COC DET C-230
1,250.00 SF
$19.13
$23,912.00
SIDEWALK MATERIAL
1.00 LS
$8,500.00
$8,500.00
MISC CURB MATERIAL
1.00 LS
$1,000.00
$1,000.00
MAG A 3000 PSI  (A Estimate)
50.00 CY
$150.00
$7,500.00
FRM/PR/STRP BAY
1,250.00 SF
$12.33
$15,412.00
FRM/PR/STRIP SIDEWALK CREW (312.50 SF/DY, 4.00 DY)
1,250.00 SF
$12.33
$15,412.00
FINISHER FOREMAN
40.00 HR
$49.50
$1,980.00
LABOR [4]
40.00 HR
$42.16
$6,745.60
LABOR
40.00 HR
$42.16
$1,686.40
FINISHER 1 [2]
40.00 HR
$48.50
$3,880.00
FLATRACK
40.00 HR
$28.00
$1,120.00
18 - 18 - CONSTRUCT CONCRETE VALLEY GUTTER PEP MAG 
STD DETAIL 240 (MODIFIED 3')
254.00 SF
$36.70
$9,322.50
Plug
$0.00
$0.00
$0.00
$0.00
$5.71
$3.44
$0.00
$0.00
$0.00
$1,450.00
$0.00
$872.70
Total:
Unit:
Miscellaneous
Trucking
$27.56
Material
Subcontracted
Equipment
Labor
$6,999.80
CONCRETE VALLEY GUTTER (MAG DET. 240)
254.00 SF
$36.70
$9,322.50
FNG VALLY GUTTER
254.00 SF
$2.56
$648.98
FINE GRADE APRON AND VALLEY GUTTER (1,016.00 SF/DY, 
0.25 DY)
254.00 SF
$2.56
$648.98
414E SKIP LOADER
2.00 HR
$39.24
$78.48
OPERATOR
2.00 HR
$45.66
$91.32
GRADE CHECKER
2.00 HR
$48.50
$97.00
3900 WATERTRUCK
2.00 HR
$61.11
$122.22
OPERATOR
2.00 HR
$45.66
$91.32
LABOR
2.00 HR
$42.16
$84.32
LABOR
2.00 HR
$42.16
$84.32
CONCRETE VALLEY GUTTER (MAG DET. 240)
254.00 SF
$34.15
$8,673.52
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 10 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
SIDEWALK MATERIAL
1.00 LS
$1,450.00
$1,450.00
MISC CURB MATERIAL
1.00 LS
$100.00
$100.00
MAG A 3000 PSI  (A Estimate)
9.00 CY
$150.00
$1,350.00
FRM/PR/STRP GUTTER
254.00 SF
$28.44
$7,223.52
FRM/PR/STRIP SIDEWALK CREW (84.67 SF/DY, 3.00 DY)
254.00 SF
$28.44
$7,223.52
FINISHER FOREMAN
24.00 HR
$49.50
$1,188.00
LABOR [2]
24.00 HR
$42.16
$2,023.68
LABOR
24.00 HR
$42.16
$1,011.84
FINISHER 1 [2]
24.00 HR
$48.50
$2,328.00
FLATRACK
24.00 HR
$28.00
$672.00
19 - 19 - CONSTRUCT DRAINAGE SCUPPER PER COC DET C-
500. REUSE EXISTING RIP RAP AND SPLASH PAD
4.00 EACH
$7,919.28
$31,677.12
Plug
$0.00
$0.00
$0.00
$250.00
$2,100.00
$562.00
$0.00
$0.00
$0.00
$8,400.00
$1,000.00
$2,248.00
Total:
Unit:
Miscellaneous
Trucking
$5,007.28
Material
Subcontracted
Equipment
Labor
$20,029.12
SCUPPER PER COC STD DETAIL C-500
4.00 EACH
$7,919.28
$31,677.12
EXC SCPR/SPLWY C-500
4.00 EACH
$477.37
$1,909.48
EXCAVATE SCUPPER (2.00 EACH/DY, 2.00 DY)
4.00 EACH
$477.37
$1,909.48
420E BACKHOE
16.00 HR
$26.52
$424.36
OPERATOR
16.00 HR
$45.66
$730.56
LABOR
16.00 HR
$42.16
$674.56
WACKER COMPACTOR
16.00 HR
$5.00
$80.00
CONCRETE SCUPPER, C-500
4.00 EACH
$7,441.91
$29,767.64
BUY SCUPPER MATERIAL
4.00 EACH
$2,100.00
$8,400.00
MISC SCUPPER MATERIAL  (A Estimate)
1.00 LS
$1,000.00
$1,000.00
MAG A 3000 PSI  (A Estimate)
12.00 CY
$150.00
$1,800.00
SCUPPER HDWR C-500  (Grate Solutions Company Inc.)
4.00 EACH
$1,400.00
$5,600.00
BUILD SCUPPER C-500
4.00 EACH
$5,091.91
$20,367.64
FORM/POUR/STRIP CATCH BASIN (0.33 EACH/DY, 12.00 
DY)
4.00 EACH
$5,091.91
$20,367.64
F-250 PICKUP
96.00 HR
$18.16
$1,743.64
CARPENTER FOREMEN
96.00 HR
$48.50
$4,656.00
CARPENTER 1 [3]
96.00 HR
$48.50
$13,968.00
19 - CONCRETE SCUPPER REBAR  (A Estimate)
4.00 EACH
$250.00
$1,000.00
20 - 20 - MEDIAN NOSE PER, COC DET C-225 (PAINTED 
YELLOW)
41.00 SF
$59.17
$2,425.78
Plug
$0.00
$0.00
$0.00
$0.00
$10.49
$4.99
$0.00
$0.00
$0.00
$430.00
$0.00
$204.40
Total:
Unit:
Miscellaneous
Trucking
$43.69
Material
Subcontracted
Equipment
Labor
$1,791.38
MEDIAN NOSE PER, COC DET C-225 (PAINTED YELLOW)
41.00 SF
$59.17
$2,425.78
CONCRETE HEADER (6")
10.00 LF
$115.82
$1,158.23
CONCRETE HEADER (6")
10.00 LF
$115.82
$1,158.23
CURB MATERIAL
1.00 LS
$165.00
$165.00
MAG B 2500 PSI  (A Estimate)
1.00 CY
$115.00
$115.00
MISC CURB MATERIAL
1.00 LS
$50.00
$50.00
FRM/PR/STRP HEADER(6")
10.00 LF
$99.32
$993.23
FRM/PR/STRIP CURB CREW (30.30 LF/DY, 0.33 DY)
10.00 LF
$99.32
$993.23
FINISHER FOREMAN
3.30 HR
$49.50
$163.35
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 11 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LABOR [2]
3.30 HR
$42.16
$278.26
LABOR
3.30 HR
$42.16
$139.13
FINISHER 1 [2]
3.30 HR
$48.50
$320.10
FLATRACK
3.30 HR
$28.00
$92.40
END OF MEDIAN RAMP PER COC STD DTL C- 225
41.00 SF
$30.92
$1,267.55
FNGD MEDIAN
41.00 SF
$8.14
$333.91
FNGD MEDIAN (124.24 SF/DY, 0.33 DY)
41.00 SF
$8.14
$333.91
LABOR [3]
2.64 HR
$42.16
$333.91
END OF MEDIAN RAMP PER COC STD DTL C- 225
41.00 SF
$22.77
$933.64
SIDEWALK MATERIAL
1.00 LS
$265.00
$265.00
MISC CURB MATERIAL
1.00 LS
$100.00
$100.00
MAG B 2500 PSI  (A Estimate)
1.00 CY
$115.00
$115.00
MAG SPEC ABC  (A Estimate)
4.00 TON
$12.50
$50.00
END OF MEDIAN RAMP PER COC STD DTL C- 225
41.00 SF
$16.31
$668.64
END OF MEDIAN RAMP PER COC STD DTL C- 225 (82.00 
SF/DY, 0.50 DY)
41.00 SF
$16.31
$668.64
LABOR
4.00 HR
$42.16
$168.64
FINISHER 1 [2]
4.00 HR
$48.50
$388.00
FLATRACK
4.00 HR
$28.00
$112.00
21 - 21 - MEDIAN PAVERS PER COC DET C-225
1,504.00 SF
$9.11
$13,705.22
Plug
$0.00
$0.00
$0.00
$7.00
$0.00
$0.66
$0.00
$0.00
$0.00
$0.00
$10,528.00
$988.10
Total:
Unit:
Miscellaneous
Trucking
$1.46
Material
Subcontracted
Equipment
Labor
$2,189.12
MEDIAN PAVERS PER COC DET C-225
1,504.00 SF
$9.11
$13,705.22
FINEGRADE MEDIAN PAVERS
1,504.00 SF
$2.11
$3,177.22
FINEGRADE MEDIAN PAVERS (1,504.00 SF/DY, 1.00 DY)
1,504.00 SF
$2.11
$3,177.22
F-250 PICKUP
8.00 HR
$18.16
$145.30
414E SKIP LOADER
8.00 HR
$39.24
$313.92
OPERATOR
8.00 HR
$45.66
$365.28
GRADE CHECKER
8.00 HR
$48.50
$388.00
LABOR
8.00 HR
$42.16
$337.28
LABOR
8.00 HR
$42.16
$337.28
GRADE FOREMAN
8.00 HR
$49.50
$396.00
3900 WATERTRUCK
8.00 HR
$61.11
$488.88
OPERATOR
8.00 HR
$45.66
$365.28
GPS ROVER/BASE
8.00 HR
$5.00
$40.00
BRICK MEDIAN PAVERS, COC DET C-225  (CD Development)
1,504.00 SF
$7.00
$10,528.00
22 - 22 - ADJUST MANHOLE FRAME & COVER, MAG DET 422  
(Specialty Co. Group)
2.00 EACH
$850.00
$1,700.00
23 - 23 - ADJUST VALVE BOX & COVER, MAG DET 391-1 AND 
COC DET C-307  (Specialty Co. Group)
3.00 EACH
$750.00
$2,250.00
24 - 24 - CUT EXISTING WATER LINE AND INSTALL NEW 
VALVE & VALVE BOX PER MAG DETAILS
1.00 EACH
$5,345.53
$5,345.53
Plug
$0.00
$0.00
$0.00
$1,050.00
$1,812.50
$795.23
$0.00
$0.00
$0.00
$1,812.50
$1,050.00
$795.23
Total:
Unit:
Miscellaneous
Trucking
$1,687.80
Material
Subcontracted
Equipment
Labor
$1,687.80
CUT EXISTING WATER LINE AND INSTALL NEW VALVE & VALVE 
BOX PER MAG DETAILS
1.00 EACH
$5,345.53
$5,345.53
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 12 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
BUY VALVE MATERIALS
1.00 EACH
$2,012.50
$2,012.50
MAG SPEC ABC  (A Estimate)
5.00 TON
$12.50
$62.50
SPEED SHORES
4.00 DY
$50.00
$200.00
VALVE BOX & COVER  (A Estimate)
1.00 EACH
$250.00
$250.00
24 - 6" GATE VALVE
1.00 EACH
$1,500.00
$1,500.00
CUT IN VALVE
1.00 EACH
$2,283.03
$2,283.03
HYDRANT CREW (1.00 EACH/DY, 1.00 DY)
1.00 EACH
$2,283.03
$2,283.03
420E BACKHOE
10.00 HR
$26.52
$265.23
OPERATOR
10.00 HR
$45.66
$456.60
LABOR
10.00 HR
$42.16
$421.60
LABOR
10.00 HR
$42.16
$421.60
FLATRACK
10.00 HR
$28.00
$280.00
WACKER COMPACTOR
10.00 HR
$5.00
$50.00
PIPE FOREMAN
10.00 HR
$38.80
$388.00
TAP WATERLINE  (Pipeline Sevices Inc.)
1.00 EACH
$1,050.00
$1,050.00
25 - 25 - CONNECT NEW 6" DIP AT EXISTING FIRE HYDRANT
2.00 EACH
$757.95
$1,515.90
Plug
$0.00
$0.00
$0.00
$0.00
$281.25
$198.21
$0.00
$0.00
$0.00
$562.50
$0.00
$396.43
Total:
Unit:
Miscellaneous
Trucking
$278.49
Material
Subcontracted
Equipment
Labor
$556.97
CONNECT NEW 6" DIP AT EXISTING FIRE HYDRANT
2.00 EACH
$757.95
$1,515.90
BUY HYDRANT MATERIALS
2.00 EACH
$381.25
$762.50
MAG SPEC ABC  (A Estimate)
5.00 TON
$12.50
$62.50
SPEED SHORES
4.00 DY
$50.00
$200.00
167- 6" CAP  (A Estimate)
2.00 EACH
$250.00
$500.00
CONNECT NEW 6" DIP AT EXISTING FIRE HYDRANT
2.00 EACH
$376.70
$753.40
HYDRANT CREW (6.06 EACH/DY, 0.33 DY)
2.00 EACH
$376.70
$753.40
420E BACKHOE
3.30 HR
$26.52
$87.53
OPERATOR
3.30 HR
$45.66
$150.68
LABOR
3.30 HR
$42.16
$139.13
LABOR
3.30 HR
$42.16
$139.13
FLATRACK
3.30 HR
$28.00
$92.40
WACKER COMPACTOR
3.30 HR
$5.00
$16.50
PIPE FOREMAN
3.30 HR
$38.80
$128.04
26 - 26 - INSTALL 6" DIP
26.00 LF
$208.96
$5,433.03
Plug
$0.00
$0.00
$0.00
$0.00
$113.46
$30.59
$0.00
$0.00
$0.00
$2,950.00
$0.00
$795.23
Total:
Unit:
Miscellaneous
Trucking
$64.92
Material
Subcontracted
Equipment
Labor
$1,687.80
INSTALL 6" DIP
26.00 EACH
$208.96
$5,433.03
BUY HYDRANT MATERIALS
26.00 EACH
$121.15
$3,150.00
MAG SPEC ABC  (A Estimate)
20.00 TON
$12.50
$250.00
SPEED SHORES
4.00 DY
$50.00
$200.00
10 - 6" DIP For Fire Hydrants  (A Estimate)
60.00 LF
$40.00
$2,400.00
MAG A 3000 PSI  (A Estimate)
2.00 CY
$150.00
$300.00
INSTALL 6" DIP
26.00 EACH
$87.81
$2,283.03
HYDRANT CREW (26.00 LF/DY, 1.00 DY)
26.00 LF
$87.81
$2,283.03
420E BACKHOE
10.00 HR
$26.52
$265.23
OPERATOR
10.00 HR
$45.66
$456.60
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 13 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
LABOR
10.00 HR
$42.16
$421.60
LABOR
10.00 HR
$42.16
$421.60
FLATRACK
10.00 HR
$28.00
$280.00
WACKER COMPACTOR
10.00 HR
$5.00
$50.00
PIPE FOREMAN
10.00 HR
$38.80
$388.00
27 - 27 - INSTALL 6" DIP BENDS
2.00 EACH
$1,052.01
$2,104.01
Plug
$0.00
$0.00
$0.00
$0.00
$381.25
$248.81
$0.00
$0.00
$0.00
$762.50
$0.00
$497.61
Total:
Unit:
Miscellaneous
Trucking
$421.95
Material
Subcontracted
Equipment
Labor
$843.90
INSTALL 6" DIP
2.00 EACH
$1,052.01
$2,104.01
BUY HYDRANT MATERIALS
2.00 EACH
$481.25
$962.50
MAG SPEC ABC  (A Estimate)
5.00 TON
$12.50
$62.50
SPEED SHORES
4.00 DY
$50.00
$200.00
30 - 45 Deg Restrained Bends  (A Estimate)
2.00 EACH
$350.00
$700.00
INSTALL 6" DIP
2.00 EACH
$570.76
$1,141.51
HYDRANT CREW (4.00 LF/DY, 0.50 DY)
2.00 LF
$570.76
$1,141.51
420E BACKHOE
5.00 HR
$26.52
$132.61
OPERATOR
5.00 HR
$45.66
$228.30
LABOR
5.00 HR
$42.16
$210.80
LABOR
5.00 HR
$42.16
$210.80
FLATRACK
5.00 HR
$28.00
$140.00
WACKER COMPACTOR
5.00 HR
$5.00
$25.00
PIPE FOREMAN
5.00 HR
$38.80
$194.00
28 - 28 - FURNISH & INSTALL NEW FIRE HYDRANT PER COC 
DET C-303
3.00 EACH
$9,136.36
$27,409.08
Plug
$0.00
$0.00
$0.00
$0.00
$6,786.67
$661.89
$0.00
$0.00
$0.00
$20,360.00
$0.00
$1,985.68
Total:
Unit:
Miscellaneous
Trucking
$1,687.80
Material
Subcontracted
Equipment
Labor
$5,063.40
FURNISH & INSTALL NEW FIRE HYDRANT PER COC DET C-303
3.00 EACH
$9,136.36
$27,409.08
BUY HYDRANT MATERIALS
3.00 EACH
$6,853.33
$20,560.00
MAG SPEC ABC  (A Estimate)
20.00 TON
$12.50
$250.00
MAG B 2500 PSI  (A Estimate)
4.00 CY
$115.00
$460.00
A MISC MATERIALS  (A Estimate)
1.00 LS
$150.00
$150.00
SPEED SHORES
4.00 DY
$50.00
$200.00
195-INSTALL FIRE HYDRANT, MAG DET 360  (A Estimate)
3.00 EACH
$6,500.00
$19,500.00
FURNISH & INSTALL NEW FIRE HYDRANT PER COC DET C-
303
3.00 EACH
$2,283.03
$6,849.08
HYDRANT CREW (1.00 EACH/DY, 3.00 DY)
3.00 EACH
$2,283.03
$6,849.08
420E BACKHOE
30.00 HR
$26.52
$795.68
OPERATOR
30.00 HR
$45.66
$1,369.80
LABOR
30.00 HR
$42.16
$1,264.80
LABOR
30.00 HR
$42.16
$1,264.80
FLATRACK
30.00 HR
$28.00
$840.00
WACKER COMPACTOR
30.00 HR
$5.00
$150.00
PIPE FOREMAN
30.00 HR
$38.80
$1,164.00
29 - 29 - 2" MILL EXISTING ASPHALTIC CONCRETE 
PAVEMENT
448.00 SY
$17.25
$7,728.72
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 14 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
Plug
$0.00
$0.00
$0.00
$4.00
$0.33
$9.66
$0.00
$0.00
$0.00
$150.00
$1,792.00
$4,325.60
Total:
Unit:
Miscellaneous
Trucking
$3.26
Material
Subcontracted
Equipment
Labor
$1,461.12
MILLING 2" AC
448.00 SY
$17.25
$7,728.72
REMOVE ASPHALTIC CONCRETE PAVEMENT
448.00 SY
$17.25
$7,728.72
MILLING 2"  (Public Works)
448.00 SY
$4.00
$1,792.00
MILLING SUPPORT
1.00 LS
$4,426.72
$4,426.72
MILLING SUPPORT CREW (0.50 LS/DY, 2.00 DY)
1.00 LS
$4,426.72
$4,426.72
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
PICK-UP BROOM
16.00 HR
$85.00
$1,360.00
414E SKIP LOADER
16.00 HR
$39.24
$627.84
OPERATOR
16.00 HR
$45.66
$730.56
HAUL MILLINGS
24.00 CY
$56.67
$1,360.00
HAUL MILLINGS
24.00 CY
$56.67
$1,360.00
HAUL MILLINGS (24.00 CY/DY, 1.00 DY)
24.00 CY
$56.67
$1,360.00
BELLY DUMP [2]
8.00 HR
$85.00
$1,360.00
DUMP FEES
3.00 LOAD
$50.00
$150.00
DUMP FEES (ASPHALT)  (A Estimate)
3.00 LOAD
$50.00
$150.00
30 - 30 - REMOVE EXISTING CONCRETE CURB
3,507.00 LF
$8.05
$28,232.78
Plug
$0.00
$0.00
$0.00
$0.11
$0.64
$4.21
$0.00
$0.00
$0.00
$2,250.00
$400.00
$14,750.78
Total:
Unit:
Miscellaneous
Trucking
$3.09
Material
Subcontracted
Equipment
Labor
$10,832.00
REMOVE CONCRETE SINGLE CURB
3,507.00 LF
$8.05
$28,232.78
CURB CUTS  (A Estimate)
8.00 EACH
$50.00
$400.00
REM/LD CURB & GUTTER
3,507.00 LF
$5.45
$19,127.03
REMOVE/LD CURB (876.75 LF/DY, 4.00 DY)
3,507.00 LF
$5.45
$19,127.03
F-250 PICKUP
40.00 HR
$18.16
$726.52
GRADE FOREMAN
40.00 HR
$49.50
$1,980.00
420E BACKHOE
40.00 HR
$26.52
$1,060.91
OPERATOR
40.00 HR
$45.66
$1,826.40
950H LOADER
40.00 HR
$101.58
$4,063.20
OPERATOR
40.00 HR
$45.66
$1,826.40
3900 WATERTRUCK
40.00 HR
$61.11
$2,444.40
OPERATOR
40.00 HR
$45.66
$1,826.40
LABOR [2]
40.00 HR
$42.16
$3,372.80
HAUL/DISPOSE  CONCRETE
35.00 LOAD
$248.74
$8,705.75
SUPER 16
70.00 HR
$92.23
$6,455.75
DUMP FEES (CONCRETE)  (A Estimate)
45.00 LOAD
$50.00
$2,250.00
31 - 31 - REMOVE EXISTING CONCRETE SIDEWALK AND 
CONCRETE RAMPS
6,713.00 SF
$2.64
$17,751.29
Plug
$0.00
$0.00
$0.00
$0.14
$0.07
$1.41
$0.00
$0.00
$0.00
$500.00
$958.08
$9,434.01
Total:
Unit:
Miscellaneous
Trucking
$1.02
Material
Subcontracted
Equipment
Labor
$6,859.20
REMOVAL OF CONCRETE SIDEWALKS, DRIVEWAYS AND SLABS
6,713.00 SF
$2.64
$17,751.29
SAWCUT SIDEWALK  (A Estimate)
8.00 EACH
$119.76
$958.08
REM/LD S/W
6,713.00 SF
$2.15
$14,448.71
REMOVE/LD S/W, DW (2,237.67 SF/DY, 3.00 DY)
6,713.00 SF
$2.15
$14,448.71
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 15 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
950H LOADER
30.00 HR
$101.58
$3,047.40
OPERATOR
30.00 HR
$45.66
$1,369.80
LABOR
30.00 HR
$42.16
$1,264.80
3900 WATERTRUCK
30.00 HR
$61.11
$1,833.30
OPERATOR
30.00 HR
$45.66
$1,369.80
420 E BACKHOE W/ HAMMER
30.00 HR
$72.13
$2,163.92
OPERATOR
30.00 HR
$45.66
$1,369.80
F-250 PICKUP
30.00 HR
$18.16
$544.89
GRADE FOREMAN
30.00 HR
$49.50
$1,485.00
HAUL/DISPOSE  CONCRETE
10.00 LOAD
$234.45
$2,344.50
SUPER 16
20.00 HR
$92.23
$1,844.50
DUMP FEES (CONCRETE)  (A Estimate)
10.00 LOAD
$50.00
$500.00
32 - 32 - REMOVE LIGHT POLE FOUNDATIONS AND SALVAGE 
STREETLIGHT POLES/EQUIPMENT
4.00 EACH
$1,660.31
$6,641.25
Plug
$0.00
$0.00
$0.00
$565.00
$250.00
$395.03
$0.00
$0.00
$0.00
$1,000.00
$2,260.00
$1,580.13
Total:
Unit:
Miscellaneous
Trucking
$450.28
Material
Subcontracted
Equipment
Labor
$1,801.12
REMOVE LIGHT POLE FOUNDATIONS AND SALVAGE 
STREETLIGHT POLES/EQUIPMENT
4.00 EACH
$1,660.31
$6,641.25
REMOVE/SALVAGE LIGHT POLES  (Roadway Electric LLC.)
4.00 EACH
$565.00
$2,260.00
REMOVE POLE FOUNDATIONS
4.00 EACH
$1,095.31
$4,381.25
REMOVE POLE FOUNDATIONS
4.00 EACH
$753.09
$3,012.35
REMOVE POLE FOUNDATIONS (4.00 EACH/DY, 1.00 DY)
4.00 EACH
$753.09
$3,012.35
F-250 PICKUP
8.00 HR
$18.16
$145.30
GRADE FOREMAN
8.00 HR
$49.50
$396.00
LABOR
8.00 HR
$42.16
$337.28
LABOR
8.00 HR
$42.16
$337.28
3900 WATERTRUCK
8.00 HR
$61.11
$488.88
OPERATOR
8.00 HR
$45.66
$365.28
420 E BACKHOE W/ HAMMER
8.00 HR
$72.13
$577.05
OPERATOR
8.00 HR
$45.66
$365.28
HAUL/DISPOSE  CONCRETE
2.00 LOAD
$684.45
$1,368.90
SUPER 16
4.00 HR
$92.23
$368.90
DUMP FEES (TRASH)  (A Estimate)
2.00 LOAD
$500.00
$1,000.00
33 - 33 - REMOVE AND SALVAGE EXISTING FIRE HYDRANT
3.00 EACH
$1,291.51
$3,874.54
Plug
$0.00
$0.00
$0.00
$0.00
$83.33
$364.28
$0.00
$0.00
$0.00
$250.00
$0.00
$1,092.84
Total:
Unit:
Miscellaneous
Trucking
$843.90
Material
Subcontracted
Equipment
Labor
$2,531.70
REMOVE AND SALVAGE EXISTING FIRE HYDRANT
3.00 EACH
$1,291.51
$3,874.54
BUY HYDRANT MATERIALS
3.00 EACH
$150.00
$450.00
MAG SPEC ABC  (A Estimate)
20.00 TON
$12.50
$250.00
SPEED SHORES
4.00 DY
$50.00
$200.00
REMOVE AND SALVAGE EXISTING FIRE HYDRANT
3.00 EACH
$1,141.51
$3,424.54
HYDRANT CREW (2.00 EACH/DY, 1.50 DY)
3.00 EACH
$1,141.51
$3,424.54
420E BACKHOE
15.00 HR
$26.52
$397.84
OPERATOR
15.00 HR
$45.66
$684.90
LABOR
15.00 HR
$42.16
$632.40
LABOR
15.00 HR
$42.16
$632.40
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 16 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
FLATRACK
15.00 HR
$28.00
$420.00
WACKER COMPACTOR
15.00 HR
$5.00
$75.00
PIPE FOREMAN
15.00 HR
$38.80
$582.00
34 - 34 - REMOVE EXISTING CONCRETE DRAINAGE SCUPPER
4.00 EACH
$2,799.58
$11,198.34
Plug
$0.00
$0.00
$0.00
$0.00
$500.00
$1,216.38
$0.00
$0.00
$0.00
$2,000.00
$0.00
$4,865.54
Total:
Unit:
Miscellaneous
Trucking
$1,083.20
Material
Subcontracted
Equipment
Labor
$4,332.80
REMOVE CONCRETE SCUPPER
4.00 EACH
$2,799.58
$11,198.34
REMOVE SCUPPER
4.00 EACH
$2,115.13
$8,460.54
REMOVE SCUPPER (2.00 EACH/DY, 2.00 DY)
4.00 EACH
$2,115.13
$8,460.54
950H LOADER
16.00 HR
$101.58
$1,625.28
OPERATOR
16.00 HR
$45.66
$730.56
LABOR
16.00 HR
$42.16
$674.56
LABOR
16.00 HR
$42.16
$674.56
WACKER COMPACTOR
16.00 HR
$5.00
$80.00
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
420 E BACKHOE W/ HAMMER
16.00 HR
$72.13
$1,154.09
OPERATOR
16.00 HR
$45.66
$730.56
F-250 PICKUP
16.00 HR
$18.16
$290.61
GRADE FOREMAN
16.00 HR
$49.50
$792.00
HAUL/DISPOSE  CONCRETE
4.00 LOAD
$684.45
$2,737.80
SUPER 16
8.00 HR
$92.23
$737.80
DUMP FEES (TRASH)  (A Estimate)
4.00 LOAD
$500.00
$2,000.00
35 - 35 - REMOVE EXISTING BUS BAY AND SHELTER PAD 
CONCRETE
1,206.00 SF
$7.56
$9,117.75
Plug
$0.00
$0.00
$0.00
$0.20
$0.21
$4.12
$0.00
$0.00
$0.00
$250.00
$239.52
$4,969.99
Total:
Unit:
Miscellaneous
Trucking
$3.03
Material
Subcontracted
Equipment
Labor
$3,658.24
REMOVE VALLEY GUTTER AND APRON
1,206.00 SF
$7.56
$9,117.75
SAWCUT VALLEY GUTTER  (A Estimate)
2.00 EACH
$119.76
$239.52
REM/LD VALLEY GUTTER
1,206.00 SF
$6.39
$7,705.98
REMOVE/LD S/W, DW (603.00 SF/DY, 2.00 DY)
1,206.00 SF
$6.39
$7,705.98
950H LOADER
16.00 HR
$101.58
$1,625.28
OPERATOR
16.00 HR
$45.66
$730.56
LABOR
16.00 HR
$42.16
$674.56
3900 WATERTRUCK
16.00 HR
$61.11
$977.76
OPERATOR
16.00 HR
$45.66
$730.56
420 E BACKHOE W/ HAMMER
16.00 HR
$72.13
$1,154.09
OPERATOR
16.00 HR
$45.66
$730.56
F-250 PICKUP
16.00 HR
$18.16
$290.61
GRADE FOREMAN
16.00 HR
$49.50
$792.00
HAUL/DISPOSE  CONCRETE
5.00 LOAD
$234.45
$1,172.25
SUPER 16
10.00 HR
$92.23
$922.25
DUMP FEES (CONCRETE)  (A Estimate)
5.00 LOAD
$50.00
$250.00
36 - 36 - REMOVE EXISTING CONCRETE VALLEY GUTTER
391.00 SF
$7.35
$2,874.43
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 17 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
Plug
$0.00
$0.00
$0.00
$1.23
$0.26
$3.53
$0.00
$0.00
$0.00
$100.00
$479.04
$1,380.83
Total:
Unit:
Miscellaneous
Trucking
$2.34
Material
Subcontracted
Equipment
Labor
$914.56
REMOVE VALLEY GUTTER AND APRON
391.00 SF
$7.35
$2,874.43
SAWCUT VALLEY GUTTER  (A Estimate)
4.00 EACH
$119.76
$479.04
REM/LD VALLEY GUTTER
391.00 SF
$4.93
$1,926.49
REMOVE/LD S/W, DW (782.00 SF/DY, 0.50 DY)
391.00 SF
$4.93
$1,926.49
950H LOADER
4.00 HR
$101.58
$406.32
OPERATOR
4.00 HR
$45.66
$182.64
LABOR
4.00 HR
$42.16
$168.64
3900 WATERTRUCK
4.00 HR
$61.11
$244.44
OPERATOR
4.00 HR
$45.66
$182.64
420 E BACKHOE W/ HAMMER
4.00 HR
$72.13
$288.52
OPERATOR
4.00 HR
$45.66
$182.64
F-250 PICKUP
4.00 HR
$18.16
$72.65
GRADE FOREMAN
4.00 HR
$49.50
$198.00
HAUL/DISPOSE  CONCRETE
2.00 LOAD
$234.45
$468.90
SUPER 16
4.00 HR
$92.23
$368.90
DUMP FEES (CONCRETE)  (A Estimate)
2.00 LOAD
$50.00
$100.00
37 - 37 - REMOVE AND REINSTALL SIGN  (National Barricade 
Company)
1.00 EACH
$350.00
$350.00
38 - 38 - UNIFORMED OFF-DUTY LAW ENFORCEMENT 
OFFICER  (A Estimate)
240.00 HR
$75.00
$18,000.00
39 - 39 - LANDSCAPE ESTABLISHMENT (90 DAYS)  (CD 
Development)
1.00 LS
$6,000.00
$6,000.00
40 - 40 - SHRUB – 5 GAL, GROUNDCOVER ACCENT (BUSH 
MORNING GLORY)  (CD Development)
174.00 EACH
$30.00
$5,220.00
41 - 41 - TREE – 48 IN BOX, 3 IN CAL MIN  (CD 
Development)
16.00 EACH
$1,450.00
$23,200.00
42 - 42 - DECOMPOSED GRANITE, 1 ¼ IN SCREENED, 2.5" 
THICK (MATCH EXISTING COLOR)
7,800.00 SF
$1.40
$10,886.50
Plug
$0.00
$0.00
$0.00
$1.00
$0.00
$0.12
$0.00
$0.00
$0.00
$0.00
$7,800.00
$948.10
Total:
Unit:
Miscellaneous
Trucking
$0.27
Material
Subcontracted
Equipment
Labor
$2,138.40
DECOMPOSED GRANITE, 1 ¼ IN SCREENED, 2.5" THICK 
(MATCH EXISTING COLOR)
7,800.00 SF
$1.40
$10,886.50
FINE GRADE DG 1 1/4"
7,800.00 SF
$0.40
$3,086.50
FINE GRADE DG (7,800.00 SF/DY, 1.00 DY)
7,800.00 SF
$0.40
$3,086.50
F-250 PICKUP
8.00 HR
$18.16
$145.30
GRADE FOREMAN
8.00 HR
$49.50
$396.00
414E SKIP LOADER
8.00 HR
$39.24
$313.92
OPERATOR
8.00 HR
$45.66
$365.28
3900 WATERTRUCK
8.00 HR
$61.11
$488.88
OPERATOR
8.00 HR
$45.66
$365.28
LABOR
8.00 HR
$42.16
$337.28
LABOR [2]
8.00 HR
$42.16
$674.56
DECOMPOSED GRANITE, 1 ¼ IN SCREENED, 2.5" THICK 
(MATCH EXISTING COLOR)  (CD Development)
7,800.00 SF
$1.00
$7,800.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 18 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
43 - 43 - 4 IN IRRIGATION PIPE SLEEVE (SCH. 40 PVC)  (CD 
Development)
600.00 LF
$57.00
$34,200.00
44 - 44 - PVC IRRIGATION PIPE ¾ IN (SCH.40 PVC)  (CD 
Development)
1,400.00 LF
$3.00
$4,200.00
45 - 45 - PVC IRRIGATION PIPE 1 IN (SCH. 40 PVC)  (CD 
Development)
450.00 LF
$3.00
$1,350.00
46 - 46 - PVC IRRIGATION PIPE 1.5" IN (SCH. 40 PVC)  (CD 
Development)
100.00 LF
$10.00
$1,000.00
47 - 47 - PRESSURE REGULATOR (SENNIGER 30 PSI)  (CD 
Development)
2.00 EACH
$300.00
$600.00
48 - 48 - CONTROLLER, AUTOMATIC (6 STA) (HUNTER XCH 
BATTERY)  (CD Development)
1.00 EACH
$6,000.00
$6,000.00
49 - 49 - BALL VALVE 1.5” BRASS  (CD Development)
2.00 EACH
$500.00
$1,000.00
50 - 50 - 1 IN REMOTE CONTROL VALVE, ELECTRIC (HUNTER 
ICV SERIES)  (CD Development)
2.00 EACH
$500.00
$1,000.00
51 - 51 - FLUSH CAP ASSEMBLY (1/2”)  (CD Development)
8.00 EACH
$50.00
$400.00
52 - 52 - SINGLE OUTLET EMITTER ASSEMBLY  (CD 
Development)
174.00 EACH
$12.00
$2,088.00
53 - 53 - MULTI OUTLET EMITTER ASSEMBLY (6 PORT)  (CD 
Development)
32.00 EACH
$60.00
$1,920.00
54 - 54 - REMOVE EXISTING PAVEMENT MARKINGS  
(Pavement Marking Inc.)
1.00 LS
$4,500.00
$4,500.00
55 - 55 - 4 IN WHITE TRAFFIC PAINT STRIPE  (Pavement 
Marking Inc.)
10,785.00 LF
$0.80
$8,628.00
56 - 56 - 4 IN WHITE THERMOPLASTIC TRAFFIC STRIPE  
(Pavement Marking Inc.)
3,387.00 LF
$0.64
$2,167.68
57 - 57 - 4 IN YELLOW TRAFFIC PAINT STRIPE  (Pavement 
Marking Inc.)
4,305.00 LF
$0.90
$3,874.50
58 - 58 - PREFORMED SYMBOL BIKE LANE MARKING SET  
(Pavement Marking Inc.)
6.00 EACH
$245.00
$1,470.00
59 - 59 - THERMOPLASTIC/PREFORMED SYMBOL LEFT TURN 
ARROW  (Pavement Marking Inc.)
4.00 EACH
$350.00
$1,400.00
60 - 60 - THERMOPLASTIC/PREFORMED SYMBOL RIGHT 
TURN ARROW  (Pavement Marking Inc.)
2.00 EACH
$195.00
$390.00
61 - 61 - PAVEMENT MARKER, RAISED TYPE G  (Pavement 
Marking Inc.)
150.00 EACH
$3.50
$525.00
62 - 62 - PERFORATED SIGN POST  (National Barricade 
Company)
14.00 LF
$25.00
$350.00
63 - 63 - PERFORATED SIGN POST FOUNDATION 
(COMPLETE)  (National Barricade Company)
2.00 EACH
$175.00
$350.00
64 - 64 - REPLACE EXISTING NO.9 PULL BOX LID WITH 
TORSION ASSIST SPRING LID.  (Roadway Electric LLC.)
2.00 EACH
$3,169.00
$6,338.00
65 - 65 - APS LIGHTING PULL BOX (COTRACTOR SUPPLIED 
AND INSTALLED) (NO. 3 ½) (SL-14A & SL-14C)  (Roadway 
Electric LLC.)
1.00 EACH
$535.00
$535.00
66 - 66 - SCH. 40 PVC ELECTRICAL CONDUIT, 1 IN 
(BETWEEN PULL BOX & STREET LIGHT POLE)  (Roadway 
Electric LLC.)
45.00 LF
$32.50
$1,462.50
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 19 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
67 - 67 - SCH. 40 PVC ELECTRICAL CONDUIT, 2.5" IN 
(BETWEEN STREET LIGHT POLES)  (Roadway Electric LLC.)
275.00 LF
$25.00
$6,875.00
68 - 68 - REMOVE AND RELOCATE EXISTING VIDEO 
DETECTION CAMERA AND LUMINAIRE INSTALL NEW VIDEO 
DETECTION CAMERA AND EXISTING LUMINAIRE ON NEW 
MAST ARM  (Roadway Electric LLC.)
2.00 EACH
$14,875.00
$29,750.00
69 - 69 - REMOVE EXISTING VIDEO DETECTION CAMERA 
AND INSTALL NEW VIDEO DETECTION CAMERA AND VIDEO 
DETECTION CABLES  (Roadway Electric LLC.)
2.00 EACH
$14,525.00
$29,050.00
70 - 70 - TRAFFIC SIGNAL (RELOCATE EXISTING SIGNAL 
HEAD)  (Roadway Electric LLC.)
8.00 EACH
$215.00
$1,720.00
71 - 71 - INSTALL NEW PEDESTRIAN PUSH BUTTON AND 
PEDISTAL  (Roadway Electric LLC.)
2.00 EACH
$2,082.00
$4,164.00
72 - 72 - REMOVE AND RELOCATE EXISTING PEDESTRIAN 
SIGNAL HEAD, PEDESTRIAN PUSH BUTTON, DETECTOR,
(Roadway Electric LLC.)
2.00 EACH
$1,815.00
$3,630.00
73 - 73 - SCHEDULE 40 2" CONDUIT FOR SIGNAL 
IMPROVEMENTS  (Roadway Electric LLC.)
100.00 LF
$26.00
$2,600.00
74 - 74 - SCHEDULE 40 4" CONDUIT FOR SIGNAL 
IMPROVEMENTS  (Roadway Electric LLC.)
320.00 LF
$88.00
$28,160.00
75 - 75 - INSTALL NEW NO. 7 PULL BOX FOR SIGNAL
(Roadway Electric LLC.)
1.00 EACH
$898.00
$898.00
76 - 76 - FURNISH AND INSTALL NEW 55' SIGNAL MAST 
ARM  (Roadway Electric LLC.)
1.00 EACH
$8,315.00
$8,315.00
77 - 77 - RELOCATE EXISTING SIGNAL CABLE FOR MAST 
ARM AND PEDESTRIAN PEDISTALS INSIDE NEW 4" 
CONDUIT.  RE-UTILIZE EXISTING NO. 7 PULL BOX AS 
IDENTIFIED IN THE PLANS  (Roadway Electric LLC.)
140.00 LF
$8.50
$1,190.00
78 - 78 - INSTALL NEW CCTV AXIS P5635-E MK II PAN-TILT 
-ZOOM (PTZ) CAMERA ON EXISTING LUMINAIRE POLE  
(Roadway Electric LLC.)
1.00 EACH
$3,488.00
$3,488.00
79 - 79 - DIRECTIONAL DRILL (CONDUITS RUNS FOR 
SIGNALS)
(Roadway Electric LLC.)
0.00 LF
$0.00
$0.00
CE - 3/18/2021 5:13 PM: CHANGE QTY FROM 420 TO ZERO BASED ON ROADWAY TAKEOFF
80 - 80 - SIGNAL CABLE (#14 CONDUCTOR 20-1 IMSA 
SIGNAL CABLES)  (Roadway Electric LLC.)
1,500.00 LF
$5.60
$8,400.00
81 - 81 - FURNISH & INSTALL NEW SIGNAL POLE 
FOUNDATION, RELOCATE EXISTING SIGNAL POLE, MAST 
ARM, & LUMINAIRE  (Roadway Electric LLC.)
2.00 EACH
$4,600.00
$9,200.00
82 - 82 - FURNISH & INSTALL STREET LIGHT POLE AND 
FOUNDATION PER COC UDM STD DTL SL1 AND SECTION 2.2 
USE EXISTING LUMINAIRE  (Roadway Electric LLC.)
4.00 EACH
$4,165.00
$16,660.00
83 - 83 - RELOCATE EXISTING STREET LIGHT POLE, MAST 
ARM, AND LUMINARE TO NEW FOUNDATION PER COC UDM 
STD DTL SL1  (Roadway Electric LLC.)
4.00 EACH
$2,000.00
$8,000.00
84 - 84 - FURNISH & INSTALL TYPE II 133 WATT LED 
COOPER LIGHTING MODEL NVN-AE-03-E-U-SL2-10K-4-AP  
(Roadway Electric LLC.)
6.00 EACH
$500.00
$3,000.00
CE - 3/18/2021 5:14 PM: CHANGE QTY FROM 6 TO 0 BASED ON ROADWAY TAKEOFF
85 - 85 - SCHEDULE 40 2" QUAD DUCT WITH 12 AWG 
TRACER WIRE AND PULL TAPE. CONDUIT COLORS, 1-BLACK, 
3-GRAY  (Roadway Electric LLC.)
1,016.00 LF
$46.00
$46,736.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 20 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
86 - 86 - INSTALL NEW 144 SMFO IN BLACK CONDUIT. 
INSTALL 12 AWG TRACER WIRE AND MULE TAPE IN ALL 
CONDUITS.  (Roadway Electric LLC.)
1,016.00 LF
$7.95
$8,077.20
87 - 87 - INSTALL NEW 144 SMFO AND 12 AWG TRACER 
WIRE AND MULE TAPE IN EXISTING CONDUIT  (Roadway 
Electric LLC.)
2,427.00 LF
$7.95
$19,294.65
87.5 - 87.5 - INSTALL NEW 144 SMFO AND 12 AWG TRACER 
WIRE AND MULE TAPE IN EXISTING CONDUIT (WILLIS TO 
GERMANN)  (Roadway Electric LLC.)
2,775.00 LF
$7.95
$22,061.25
88 - 88 - FURNISH & INSTALL SPLICE ENCLOSURE  
(Roadway Electric LLC.)
2.00 EACH
$1,610.00
$3,220.00
89 - 89 - SCHEDULE 40 3" CONDUIT FOR ITS 
IMPROVEMENTS  (Roadway Electric LLC.)
38.00 LF
$160.00
$6,080.00
90 - 90 - DIRECTIONAL DRILL (ITS CONDUIT RUNS)  
(Roadway Electric LLC.)
0.00 LF
$0.00
$0.00
CE - 3/18/2021 5:15 PM: CHANGE QTY FROM 1054 TO 0 BASED ON ROADWAY TAKEOFF
91 - 91 - 12 PORT GATOR PATCH CABLE ASSEMBLY  
(Roadway Electric LLC.)
3.00 EACH
$1,635.00
$4,905.00
CE - 3/18/2021 5:16 PM: CHANGE QTY FROM 1 TO 3 BASED ON ROADWAY TAKEOFF
92 - 92 - REMOVE EXISTING TWISTED PAIR, PROTECT IN 
PLACE EXISTING CONDUIT, CONDUCTORS AND FIBER OPTIC 
CABLE  (Roadway Electric LLC.)
908.00 LF
$0.60
$544.80
93 - 93 - INSTALL ETHERWAN EX73931-OVB WITH FOUR EX-
1250TSP-MB5L-A SFP AND EX41-136046 POWER SUPPLY. 
SALVAGE EXISTING ETHERNET SWITCH  (Roadway Electric 
LLC.)
2.00 EACH
$4,647.00
$9,294.00
94 - 94 - ALLOWANCE: ROADWAY WORK
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
95 - 95 - ALLOWANCE: CONCRETE WORK
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
96 - 96 - ALLOWANCE: LANDSCAPING
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
97 - 97 - ALLOWANCE: TRAFFIC SIGNAL AND 
COMMUNICATIONS FACILITIES
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
98 - 98 - ALLOWANCE: SRP ELECTRICAL
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
99 - 99 - ALLOWANCE: APS ELECTRICAL
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 21 of 23

Description
Quantity UM
Direct Cost
Unit
Direct Cost
Total
100 - 100 - ALLOWANCE: UTILITIES
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
101 - 101 - ALLOWANCE: REMOVALS
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
102 - 102 - ALLOWANCE: UNSUITIBLE SOILD
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
103 - 103 - ALLOWANCE: (UNFORSEEN CONDITIONS)
1.00 AL
$0.00
$0.00
Plug
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Total:
Unit:
Miscellaneous
Trucking
$0.00
Material
Subcontracted
Equipment
Labor
$0.00
104 - 104 - TRAFFIC CONTROL
1.00 LS
$181,861.20
$181,861.20
Plug
$0.00
$0.00
$0.00
$174,861.20
$3,500.00
$0.00
$0.00
$0.00
$0.00
$3,500.00
$174,861.20
$0.00
Total:
Unit:
Miscellaneous
Trucking
$3,500.00
Material
Subcontracted
Equipment
Labor
$3,500.00
TRAFFIC CONTROL
1.00 LS
$181,861.20
$181,861.20
BARRICADES
1.00 LS
$166,861.20
$166,861.20
BARRICADE MOBE  (A Estimate)
1.00 EACH
$6,800.00
$6,800.00
NB/SB SANDBAG/FLAG/TC PLAN  (A Estimate)
1.00 LS
$1,284.00
$1,284.00
NB/SB LANE SHIFTS EQUIPMENT  (A Estimate)
60.00 DY
$547.80
$32,868.00
NB/SB OFF PEAK LANE DROP LABOR  (A Estimate)
60.00 DY
$1,800.00
$108,000.00
SINGLE LANE SANDBAG/FLAG/TC PLAN  (A Estimate)
1.00 LS
$171.20
$171.20
SINGLE LANE CLOSURE LABOR  (A Estimate)
8.00 DY
$750.00
$6,000.00
SINGLE LANE CLOSURE EQUIPMENT  (A Estimate)
80.00 DY
$91.10
$7,288.00
VMS BOARDS  (A Estimate)
30.00 DY
$65.00
$1,950.00
MISC SERVICE  (A Estimate)
1.00 LS
$2,500.00
$2,500.00
SHADOW TRUCK INTXN  (A Estimate)
160.00 HR
$50.00
$8,000.00
ADA COMPLIANCE
1.00 LS
$7,000.00
$7,000.00
Alma School Pecos Rd Improvements (CMAR)
3/26/2021 3:09:28 PM
Page 22 of 23

PLANS AND SPECIFICATIONS

ALMA SCHOOL ROAD IMPROVEMENTS II GMP DOCUMENTS 
LIST OF PLANS AND SPECIFICATIONS USED IN THE FORMATION OF THE GMP 
 
ALMA SCHOOL ROAD IMPROVEMENTS 
CITY PROJECT NO. ST2004.403 
CIVIL PACKAGE PLANS 
DATED: MARCH 5, 2021 
SEALED SUBMITTAL 
PREPARED BY: WOOD ENVIRONMENT & INFRASTRUCTURE  
SHEETS 1-21 
 
ALMA SCHOOL ROAD IMPROVEMENTS 
PROJECT NO. ST2004.401 
LANDSCAPE PACKAGE PLANS 
PREPARED BY: HARRINGTON PLANNING + DESIGN (HP+D) 
DATED: JANUARY 15, 2021 
SEALED SUBMITTAL  
SHEETS 22-29 
 
ALMA SCHOOL ROAD IMPROVEMENTS 
PECOS ROAD TO FAIRVIEW ROAD 
PROJECT NO. ST2004 
FINAL TECHNICAL SPECIFICATIONS 
PREPARED BY: WOOD ENVIRONMENT & INFRASTRUCTURE SOLUTIONS 
DATED: JANUARY 15, 2021 
PAGES: 88

CLARIFICATIONS AND 
ASSUMPTIONS

ALMA SCHOOL ROAD IMPROVEMENTS CMAR GMP DOCUMENTS 
CLARIFICATIONS & ASSUMPTIONS 
 
GENERAL CLARIFICATIONS 
1. Price assumes no import of dirt material for landscaping or roadway construction. 
2. Traffic control: 
Assumes shifting both northbound and southbound traffic outside to the bike lane for the duration of 
construction.  Off peak single lane closure will be allowed both northbound and southbound (9AM – 
4PM). 
Outside single lane closures will be permitted for electrical work, 24 hour setups allowed after 
moratorium. 
Inside single lane closures will be permitted for landscape work, 24 hour setups allowed after 
moratorium. 
3. Price is based on quantities in provided bid schedule. These quantities were derived from final plans.  
Additional work not shown on the final plans has been included/excluded based on written or verbal 
direction, finalized in 03/22/2021 meeting. Additional quantities or items not identified in the bid 
schedule to be paid from Owner’s Allowance. 
4. Full contract dollar amount to be insured, including allowances. Reimbursement for insurance costs above 
those listed in GMP Table, item D2, will be paid in full out of Owner’s Allowance at start of project. 
5. Items reimbursed under Owner’s Allowance will have the contractors fee (8%), tax (65% of 7.8% = 5.07%), 
and Bond (1%) added to the direct cost, summed in the same manner as the GMP table. The cost of 
insurance will not be added to the direct cost of items reimbursed under the Owner’s Allowance, as it is 
paid per General Clarification #4 above. 
6. Landscape restoration required for contract work shall be paid out of allowance. 
7. Bid item allowances (Bid Items 94-103) removed per City direction. Owner’s Allowance items added after 
markups. 
8. General Conditions bid at $0.00 for work completed before July 31, 2021. Should work extend beyond July 
31, 2021 for reasons outside of contractors control, general conditions to be negotiated with City.  
 
BID ITEMS 
Bid Item 0.5 – Quality Control. Added item necessary to completion of construction.  
Bid Item 4 – Clearing and Grubbing. Limits to include entire area of existing median as well as outside widening 
footprint.

Bid Item 5 – Remove Tree, Diameter >12 In. All trees removed to be paid under this item regardless of caliper 
size. 
Bid Item 6 – Subgrade Preparation. Includes MAG specification scarify/re-compact, roadway ex, job water and 
potholing. Excludes over-excavation and/or unsuitable material mitigation. Quantity increased to include 
8’ minimum widths to allow proper grading/paving/compaction equipment. 
Bid Item 7 – Aggregate Base (12”). Quantity increased to include 8’ minimum widths to allow proper 
grading/paving/compaction equipment. 
Bid Item 8 – Asphaltic Concrete (2in Surface Course). Quantity increased to include 8’ minimum widths to allow 
proper grading/paving/compaction equipment. Quantity includes the area of 2’ milling. 
Bid Item 9 – Asphaltic Concrete (3in Base Course). Quantity increased to include 8’ minimum widths to allow 
proper grading/paving/compaction equipment.  
Bid Item 10 – Bituminous Tack Coat. Quantity increased to include 8’ minimum widths to allow proper 
grading/paving/compaction equipment. Quantity includes the area of 2’ milling. 
Bid Item 11.5 – Crack Seal. Added item necessary to completion of construction. Quantity estimate only. 
Actual quantities to be paid. 
Bid Item 22 – Adjust Manhole Frame & Cover. Quantity includes all manholes including those in the median. 
Polymer adjustment rings, frame, and cover to be provided by City if required. 
Bid Item 43 – 2 In Irrigation Sleeve. Item bid as 4” per City standard, to be bored. 
Bid Item 79 – Directional Drill (Conduit Runs For Signals). Item not bid. Directional drilling included in necessary 
conduit items. 
Bid Item 87.5 – Install new 144 SMFO. – Added item per City direction. Intended to cover distance of fiber pull 
from Willis Rd to Germann Rd. 
Bid Item 90 – Directional Drill (ITS Conduit Runs). Item not bid. Directional drilling included in necessary 
conduit items. 
 Owners Allowance. – Estimate, 10% of direct costs.  
Allowance – Unsuitable Subgrade. – Cost to cement treat all subgrade within project limits (3059 SY), including 
two cement treat mobilizations and regrading of cement treat material.  
Allowance – Traffic Signals. – Cost to provide new signal poles (2 EA), 55’ mast arms (1 EA), 20’ mast arms (2 
EA), mounting assembly’s (8 EA), signal faces (8 EA), luminaires (2 EA) and conductor. Amount requested 
by City as an option to provide new material in lieu of relocate.