ST9902-CS060614
eMJ Engineering, Inc.
Cost Estimate.: 05-207C
December 12,2005
Revised: June 14, 2006
REVISED COST ESTIMATE FOR WORK REMAINING
CONSTRUCTION MATERIALS TESTING SERVICES FOR
WEST SANDY lAKE ROAD, PHASE I
COPPEll, TEXAS
DESCRIPTION
NO
FEE
UNIT AMOUNT
Earthwork - Estimate based on in-place sieve analysis and moisture/density tests performed every 150 linear
feet and assumes a 28 foot wide work section. Trench and box culvert backfill in-place moisture/density tests
performed every 150 linear feet, every 1 foot vertical and assumes an average depth of 5 feet. Further assumes
4-5 tests per trip with 3.5-hours on-site and 1-hour total travel time per trip.
Moisture/Density Relations (ASTM 0698) 7 $ 135.00 each $ 945.00
Liquid & Plastic Limit (ASTM 04318-8) 7 $ 45.00 each $ 315.00
Laboratory Sieve Analysis (ASTM C136/D1140) 3 $ 45.00 each $ 135.00
In-Place MoisturelDensity Tests (ASTM 02922/3017 - Min. 3/trip) 75 $ 20.00 each $ 1,500.00
Wet-Ball Mill Test 1 $ 250.00 each $ 250.00
In-Place Sieve Analysis (TEX 101E - Min. 3/trip) 43 $ 20.00 each $ 860.00
Lime Stabilized Depth Check (Min. 3itrip) 43 $ 20.00 each $ 860.00
Engineering Technician (Min. 3 hours/trip) 161 $ 36.00 hour $ 5,796.00
Sulfate Tests (EPA Method, 5-day Turnaround) 10 $ 60.00 each $ 600.00
Project Management 12 $ 65.00 trip $ 780.00
Vehicle Trip Charge 53 $ 20.00 trip $ 1,060.00
Estimated Total for Earthwork Services: $ 13,101.00
HMAC Pavina - Estimate based on 5-days of placement, 2 mixes with 5 trips of 4-hours each.
Maximum Theoretical Specific Gravity (TEX 227F) 2 $ 135.00 each $ 270.00
In-Place Density by Nuclear Method (lEX 207 Fill I - Min. 3 hours/t 20 $ 51.50 hour $ 1,030.00
Vehicle Trip Charge 5 $ 20.00 trip $ 100.00
Estimated Total for HMAC Paving Services: $ 1 ,400.00
Concrete - Estimate based on paving pour production of approximately 70 to 80 yards per hour consisting of 14
placements, 1 set of 4 cylinders per 125 yards; 18 box culvert pours, 1 set of 4 cylinders every pour, 41 individual
miscellaneous drainage pours with and 1 set of 4 cylinders each day. This proposal assumes only half of the
cylinders will be picked up on separate stand-alone trips. The other half will be picked up while already on-site
incurring no additional charges. All small placements are estimated to require 3.5-hours, portal-to pO/tal.
Concrete Test Cylinders (ASTM C31/39 - Min. 4/set)
Engineering Technician (Min. 3 hours/trip)
Vehicle Trip Charge
434 $
400 $
100 $
15.00 each $ 6,510.00
36.00 hour $ 14,400.00
20.00 trip $ 2,000.00
$ 22,910.00
$ 49,866.50
$ 37,411.00
Estimated Total for Concrete Services:
Original Estimate Cost of Testing & Inspection Services:
6/21/2006 - Revised Testing Cost Estimate for Project:
Notes:
1. Overtime rates of 1.5 times the regular hourly rate will be charged for hours worked over ten (10) hours per day or
hours worked before 7:00 am and/or after 5:00 pm Monday thru Friday. All lab and field services performed on Saturday
or Sunday, will be billed at 1.5 times the regular hourly rate. All services performed on recognized holidays will be billed
at 2.0 times the regular rate.
2. All laboratory test fees are F.O.B. our laboratory. Engineering technician minimums and vehicle trip charges will apply
to all trips to the job-site including sample pickups and specimen pickups.
3. A minimum of three (3) hours technician time and vehicle trip charges will be billed for each call out, sample pickup or
or specimen pickup unless noted otherwise.
4. Technician time is charged portal-to-portal from our Fort Worth office.
5. Additional tests not specified in this fee schedule will be quoted upon request.
Project No.: 687 -5192 Budget Report
West Sandy Lake Road
Reconstruction
City of Coppell
Jun 20, 06 9: 31 am p age I
Budget
Performed
Remaining
BillCode
Description
Units
Amount
Units
Amount
Units
Amount
1001
Concrete Inspection (Min. 3 ho
450.00
16,200.00
43.50
1,566.00
406.50
14,634.00
1003A
Concrete Test Cylinders (ASTM
490.00
7,350.00
56.00
840.00
434.00
6,510.00
1003C
Contractor Made Cylinders
0.00
0.00
4.00
60.00
-4.00
-60.00
1009
Cylinder Pick -up
0.00
0.00
15.00
540.00
-15.00
- 540.00
1010
Cylinder Pick -up O.T.
0.00
0.00
3.00
162.00
-3.00
- 162.00
2001
Soils Technician, (Min. 3 hour
265.00
9,540.00
105.00
3,780.00
160.00
5,760.00
2002
Soils Technician O.T.
0.00
0.00
0.50
27.00
-0.50
-27.00
2003
In -Place Moisture/Density Test
281.00
5,620.00
205.00
4,100.00
76.00
1,520.00
2003D
In -Place Density by Nuclear (T
28.00
1,442.00
0.00
0.00
28.00
1,442.00
2004
Optimum Moisture /Density Relat
14.00
1,890.00
7.00
945.00
7.00
945.00
2005
Liquid and Plastic Limits
14.00
630.00
5.00
225.00
9.00
405.00
2006
In -Place Sieve Analysis (TEX 1
43.00
860.00
0.00
0.00
43.00
860.00
2008
Laboratory Soil Seive Analysis
3.00
135.00
0.00
0.00
3.00
135.00
2008A
FW - Sieve Analysis (Large Agg
0.00
0.00
1.00
45.00
-1.00
-45.00
2027B
Lime Stabilized Depth Check (M
43.00
860.00
0.00
0.00
43.00
860.00
2030C
Sulfate test (EPA Method) 3 -Da
10.00
600.00
0.00
0.00
10.00
600.00
7010
Extraction /Gradation (TEX 236F
2.00
310.00
0.00
0.00
2.00
310.00
7012
Maximum Theoretical Specific G
2.00
270.00
0.00
0.00
2.00
270.00
9001
Project Manager
12.00
780.00
0.00
0.00
12.00
780.00
9009
Vehicle Trip Charge
175.00
3,500.00
51.00
1,020.00
124.00
2,480.00
9200
Credit
0.00
0.00
4.00
- 378.00
-4.00
378.00
Project totals:
49,987.00
12,932.00
37,055.00
Jun 20, 06 9: 31 am p age I