1. Ingeniería

Estimate Summary to Contractor
Page 1 of 42
Rpt-ID: RCPCSUM1
Tennessee
User:
Date: 02/02/2015
Department of Transportation
Estimate Summary to Contractor
Vendor ID: 0000001290
Vendor Name: CHARLES BLALOCK & SONS, INC.
Contract ID: CNL034
Estimate Number: 0035
Pay Period: 12/18/2014
to: 01/20/2015
Contract Location:
Time Allowed:
1196 days
CONSTR OF SR 362 FROM SR 361(GAP CREEK RD) TO US 321 (SR 67)
Time Charged:
1065 days
Elapsed Calendar Days:
1065 days
Percent Time:
Percent Complete ($)
89.05 %
97.78 %
Percent Behind:
-%
Contractor:
Date Let:
02/10/2012
CHARLES BLALOCK & SONS, INC.
Date Awarded:
02/15/2012
PO Box 4750
Date Contract Executed:
02/21/2012
Sevierville, TN 37864-4750
Phone:
Date Notice to Proceed:
Date Work Began:
02/21/2012
02/27/2012
Date to be Completed:
05/31/2015
Date Time Stopped:
00/00/0000
Date Accepted:
00/00/0000
Estimate Paid: NO
Counties:
CARTER
Project Number
BID PCT
10016-3215-14
99.31
10016-3216-14
0.69
Fed State Project Number
SR 362 From SR361(Gap Cr4eek Rd.) to SR 67(U.S. 321/Elk
STP-362 (9)
STREAM MITIGATION FOR S.R. 362 (BUFFALO CREEK AND MILL RACE)
Current Contract Amount $
41,010,828.09
Original Contract Amount $
36,989,522.25
Total to Date
Participating
Description 1
STP-362(8)
Prev to Date
This Estimate
$
$
40,088,967.73 $
40,088,967.73 $
39,420,716.02 $
39,420,716.02 $
Stockpiled Materials
$
116,182.60 $
116,182.60 $
0.00
Other Line Item Adjustments
$
0.00 $
0.00 $
0.00
$
40,205,150.33 $
39,536,898.62 $
668,251.71
Total Earnings
Amount Due
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
668,251.71
668,251.71
2/2/2015
Estimate Summary to Contractor
Page 2 of 42
Test Report Payment Adjustment
Project Number
$
-17,541.70 $
-18,800.56 $
1,258.86
Total Adjusted Earnings
$
40,187,608.63 $
39,518,098.06 $
669,510.57
Retainage
$
0.00 $
0.00 $
0.00
Payment Due
$
40,187,608.63 $
39,518,098.06 $
669,510.57
Category
Number
Line
Item
Number
0100
9870
Item Code
Description
Units
Supplemental Description
10016-3215-14
104-03.01
ADDITIONAL WORK (DESCRIPTION)
0900
9960
104-03.02
ADDITIONAL WORK (DESCRIPTION)
LS
0900
9965
104-03.03
ADDITIONAL WORK (DESCRIPTION)
Additional Work (Wall#5 Steel Piling Pre-Drilling)
LS
10016-3215-14
0100
9971
104-03.04
ADDITIONAL WORK (DESCRIPTION)
LS
(CHANGE TO SOLDIER PILE WALL)
9973
104-03.05
ADDITIONAL WORK (DESCRIPTION)
0100
9880
104-03.70
ADDITIONAL WORK (DESCRIPTION)
LS
0100
9500
104-04.30
ADDITIONAL WORK ( )
S.F.
LS
0100
0010
105-01
CONSTRUCTION STAKES, LINES AND GRADES
LS
10016-3215-14
0100
9900
105-01
CONSTRUCTION STAKES, LINES AND GRADES
LS
LAYOUT OF SIGNALS
9020
108-07
LIQUIDATED DAMAGES
$
0.00
1.000
$
708.75
0.000
$
0.00
1.000
$
46,900.29
0.000
$99,403.290
0.000
$
0.00
1.000
$
99,403.29
0.000
0.000
$
0.00
1.000
$
246,196.02
0.000
$
0.00
1.000
$
33,992.70
0.000
$
0.00
14,090.000
$
14,090.00
0.000
$
0.00
0.000
$
0.00
1.000
$285,000.000
0.000
$
0.00
1.000
$
285,000.00
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
0.000
0.000
0.000
$24,325.000
10016-3215-14
0100
0.000
$1.000
ADDED SINK HOLD REMEDIATION
10016-3215-14
0.000
$33,992.700
RETAINING WALL ENGINEERING
10016-3215-14
Total Amt
$246,196.020
TEMPORARY ACCESS FOR RETAINING WALL #7
10016-3215-14
Total Qty
$46,900.290
10016-3215-14
0100
Amount Paid
$708.750
Additional Work (Wall#5 Steel Piling Pre-Drilling)
10016-3215-14
Qty This
Est
Unit Price
LS
Supplemental Construction Stakes, Lines, & Grades
10016-3215-14
Bid Qty
$1,160.000
DAY
0.000
$3,200.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
9022
108-07
Page 3 of 42
LIQUIDATED DAMAGES
DAY
(SR-362 closed more than 365 days)
10016-3216-14
0100
9021
108-07
LIQUIDATED DAMAGES
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$1.000 -31,911.920
$
-31,911.92
-37,239.160
$
-37,239.16
0.000
$
0.00
0.000
$
0.00
$1,500.000
DAY
0.000
$3,200.000
10016-3215-14
0100
9014
109-01.01
PAY ADJUSTMENT FOR FUEL
DOLL
0.000
$1.000
10016-3216-14
0100
9014
ADJUSTMENT
FUEL ADJUSTMENT
DOLL
0100
9015
109-01.01
PAY ADJUSTMENT FOR FUEL
DOLL
0.000
$1.000
10016-3215-14
10016-3216-14
0100
9016
109-01.02
PAYMENT ADJUSTMENT FOR BITUMINOUS MATERIAL.
DOLL
0.000
0.000
$
0.00
0.000
$
0.00
$1.000
$1.000
0.000
$
0.00
10,589.290
$
10,589.29
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
3,110.350
$
3,110.35
0.000
$
0.00
580.000
$
487.20
0.000
$
0.00
1.016
$
1,353,494.88
0.000
$2,835.000
0.000
$
0.00
1.000
$
2,835.00
1.000
0.000
$
0.00
1.000
$
3,675.00
0.000
$
0.00
1.000
$
3,675.00
0.000
$
0.00
0.000
$
0.00
0100
9016
ADJUSTMENT
BITUMINOUS ADJUSTMENT
DOLL
0100
9017
109-01.02
PAYMENT ADJUSTMENT FOR BITUMINOUS MATERIAL.
DOLL
$1.000
10016-3215-14
0110
9025
109-05.01
ELIMINATED OR ALTERED ITEM
DOLL
18" CMP pipe (12 Gauge)
10016-3215-14
0100
0020
109-10.01
TRAINEE
0.000
$1.000
HOUR
4,860.000
$0.840
10016-3215-14
0100
0030
201-01
CLEARING AND GRUBBING
LS
1.000
$1,332,180.000
10016-3216-14
0100
9502
202-02
REMOVAL OF STRUCTURE COMPONENTS & OBSTRUCTIONS
Removal of structure
LS
10016-3215-14
0100
0040
202-04.52
REMOVAL OF STRUCTURES (DESCRIPTION, STA.)
LS
(149+30 PVT DR 13'X12' BRDG)
10016-3215-14
0100
0050
202-04.53
REMOVAL OF STRUCTURES (DESCRIPTION, STA.)
$3,675.000
LS
(153+60 PVT DR 12'X6' BRDG)
10016-3215-14
0100
0060
202-04.54
REMOVAL OF STRUCTURES (DESCRIPTION, STA.)
(154+25 PVT DR 11'X14' BRDG)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
1.000
$3,675.000
LS
1.000
$3,675.000
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0070
202-04.55
Page 4 of 42
REMOVAL OF STRUCTURES (DESCRIPTION, STA.)
LS
(WEST "G" - 38'X21' BRIDGE)
10016-3215-14
0100
0080
203-01
ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED)
1.000
0.000
$
0.00
1.000
$
21,000.00
55,000.000
$
214,500.00
1,864,194.600
$
7,270,358.94
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
9,752.000
$
140,818.88
0.000
$
0.00
200,688.082
$
3,010,321.23
23,579.000
$5.780
20.000
$
115.60
45,327.500
$
261,992.95
0.000
196.000
$
1,146.60
35,912.250
$
210,086.66
0.000
$
0.00
4,983.660
$
26,812.09
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
4,447.000
$
84,048.30
$21,000.000
C.Y.
1,806,591.000
$3.900
10016-3215-14
0100
9000
203-01.03
ROAD & DRAINAGE EXCAVATION (ADDITIONAL MATERIAL)
C.Y.
0.000
$4.680
10016-3215-14
0100
0090
203-01.11
PRESPLITTING OF ROCK EXCAVATION
S.Y.
21,356.000
$14.440
10016-3215-14
0100
9950
203-01.77
ROAD AND DRAINAGE EXCAVATION (UNCLASS)
C.Y.
Road and Drainage Excavation
0.000
$15.000
10016-3215-14
0100
0100
203-04
PLACING AND SPREADING TOPSOIL
C.Y.
10016-3215-14
0100
9001
203-05
UNDERCUTTING
C.Y.
$5.850
10016-3215-14
0100
0110
203-06
WATER
M.G.
3,672.000
$5.380
10016-3215-14
0100
0120
203-07
FURNISHING & SPREADING TOPSOIL
C.Y.
10,681.000
$6.260
10016-3215-14
0100
0130
203-08
CHANNEL EXCAVATION (UNCLASSIFIED)
C.Y.
7,200.000
$18.900
10016-3216-14
0100
0010
203-08
CHANNEL EXCAVATION (UNCLASSIFIED)
C.Y.
400.000
$18.900
0.000
$
0.00
546.000
$
10,319.40
10016-3215-14
0100
0140
203-10.01
EMBANKMENT (SOLID ROCK)
C.Y.
146,576.000
0.000
$
0.00
33,488.500
$
32,148.96
0.000
$
0.00
232,602.150
$
1,360,722.58
0.000
$
0.00
0.000
$
0.00
$0.960
10016-3215-14
0100
0150
203-10.16
GRADED SOLID ROCK (IN-PLACE)
C.Y.
303,883.000
$5.850
10016-3215-14
0100
0160
203-70.07
STANDPIPE
EACH
165.000
$50.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0170
204-08
Page 5 of 42
FOUNDATION FILL MATERIAL
C.Y.
98.000
0.000
$
0.00
1,094.760
$
79,315.36
4.500
$
543.38
14.500
$
1,750.88
0.000
$
0.00
1.000
$
10,710.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1,120.000
$
10,953.60
125.000
$12.400
0.000
$
0.00
0.000
$
0.00
110.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
8.000
$
6,468.00
0.000
$
0.00
2.000
$
11,550.00
0.000
$
0.00
1.000
$
12,600.00
13.000
$5,250.000
0.000
$
0.00
20.000
$
105,000.00
7.000
0.000
$
0.00
7.000
$
36,750.00
0.000
$
0.00
3.000
$
44,415.00
0.000
$
0.00
1.000
$
50,000.00
$72.450
10016-3215-14
0100
0180
204-08.01
BACKFILL MATERIAL (FLOWABLE FILL)
C.Y.
82.000
$120.750
10016-3216-14
0100
0020
209-01.11
CONSTRUCTION ACCESS
LS
1.000
$10,710.000
10016-3215-14
0100
0190
209-02.03
8" TEMPORARY SLOPE DRAIN
L.F.
705.000
$7.080
10016-3215-14
0100
0200
209-02.05
12" TEMPORARY SLOPE DRAIN
L.F.
645.000
$9.780
10016-3215-14
0100
0210
209-02.06
15" TEMPORARY SLOPE DRAIN
L.F.
10016-3215-14
0100
0220
209-02.07
18" TEMPORARY SLOPE DRAIN
L.F.
$16.100
10016-3215-14
0100
0230
209-03.32
STREAM MITIGATION-BOULDER CLUSTERS
EACH
6.000
$808.500
10016-3215-14
0100
0240
209-03.35
STREAM MITIGATION-LOG DROP STRUCTURE
L.F.
2.000
$5,775.000
10016-3215-14
0100
0250
209-03.36
STREAM MITIGATION-STEP POOL
EACH
1.000
$12,600.000
10016-3215-14
0100
0260
209-03.37
STREAM MITIGATION CROSS VANE STRUCTURE
EACH
10016-3216-14
0100
0030
209-03.37
STREAM MITIGATION CROSS VANE STRUCTURE
EACH
$5,250.000
10016-3215-14
0100
0270
209-03.54
STREAM MITIGATION - CROSS VANE STRUCTURE W/STEP
EACH
3.000
$14,805.000
10016-3215-14
0100
0280
209-03.55
STREAM MITIGATION - (DESCRIPTION)
EACH
1.000
$50,000.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3216-14
0100
0040
209-03.55
Page 6 of 42
STREAM MITIGATION - (DESCRIPTION)
EACH
1.000
0.000
$
0.00
1.000
$
50,000.00
0.000
$
0.00
672.000
$
33,600.00
0.000
$
0.00
10.000
$
52,500.00
0.000
$
0.00
19.000
$
29,905.05
0.000
$
0.00
3,671.000
$
11,783.91
$50,000.000
10016-3216-14
0100
0050
209-03.57
STREAM MITIGATION - (DESCRIPTION)
L.F.
624.000
$50.000
10016-3216-14
0100
0060
209-03.60
STREAM MITIGATION - ROCK VANE
EACH
10.000
$5,250.000
10016-3216-14
0100
0070
209-03.64
STREAM MITIGATION - FELLED TREE (SIZE)
EACH
10.000
$1,573.950
10016-3215-14
0100
0290
209-05
SEDIMENT REMOVAL
C.Y.
5,872.000
$3.210
10016-3216-14
0100
0080
209-05
SEDIMENT REMOVAL
C.Y.
320.000
$3.210
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0100
0300
209-06.05
BALED HAY OR STRAW
BALE
500.000
0.000
$
0.00
646.000
$
5,846.30
0.000
$
0.00
43,037.000
$
151,490.24
0.000
$
0.00
2,776.000
$
5,552.00
0.000
$
0.00
924.000
$
231,000.00
136.000
$414.000
0.000
$
0.00
84.000
$
34,776.00
2.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
17.000
$
32,130.00
0.000
$
0.00
1.000
$
160.24
$9.050
10016-3215-14
0100
0310
209-08.02
TEMPORARY SILT FENCE (WITH BACKING)
L.F.
32,975.000
$3.520
10016-3215-14
0100
0320
209-08.03
TEMPORARY SILT FENCE (WITHOUT BACKING)
L.F.
1,124.000
$2.000
10016-3215-14
0100
0330
209-08.07
ROCK CHECK DAM PER
EACH
2,225.000
$250.000
10016-3215-14
0100
0340
209-08.08
ENHANCED ROCK CHECK DAM
EACH
10016-3216-14
0100
0090
209-09.02
TEMPORARY SEDIMENT FILTER BAG (14'6" X 2'0" X 13'3")
BAG
$761.250
10016-3215-14
0100
0350
209-09.03
SEDIMENT FILTER BAG (15' X 15')
EACH
12.000
$1,890.000
10016-3215-14
0100
0360
209-09.21
POLYACHLAMIDE GEL LOGS
EACH
10.000
$160.240
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0370
209-09.22
Page 7 of 42
POLYACHLAMIDE POWDER
LB.
1,200.000
0.000
$
0.00
10.250
$
168.10
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
20.000
$
3,686.40
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
6.000
$
2,799.84
2.000
$466.640
0.000
$
0.00
2.000
$
933.28
23.000
0.000
$
0.00
15.000
$
6,999.60
0.000
$
0.00
4.000
$
3,525.92
0.000
$
0.00
0.500
$
11,287.50
0.000
$
0.00
1.000
$
22,575.00
1.000
$18,900.000
0.000
$
0.00
1.000
$
18,900.00
336.000
0.000
$
0.00
1,186.000
$
37,359.00
0.000
$
0.00
521.000
$
13,129.20
0.000
$
0.00
0.500
$
28,087.50
$16.400
10016-3215-14
0100
0380
209-09.23
POLYACHLAMIDE LIQUID
GAL.
12.000
$150.750
10016-3215-14
0100
0390
209-09.43
CURB INLET PROTECTION (TYPE 4)
EACH
12.000
$184.320
10016-3215-14
0100
0400
209-40.30
CATCH BASIN PROTECTION (TYPE A)
EACH
2.000
$1,188.680
10016-3215-14
0100
0410
209-40.41
CATCH BASIN FILTER ASSEMBLY(TYPE 1)
EACH
7.000
$466.640
10016-3215-14
0100
0420
209-40.42
CATCH BASIN FILTER ASSEMBLY(TYPE 2)
EACH
10016-3215-14
0100
0430
209-40.46
CATCH BASIN FILTER ASSEMBLY(TYPE 6)
EACH
$466.640
10016-3215-14
0100
9503
209-40.47
CATCH BASIN FILTER ASSEMBLY(TYPE 7)
EACH
Catch Basin Filter Assy (Type 7)
10016-3215-14
0100
0440
209-65.01
TEMPORARY STREAM DIVERSION (DESCRIPTION)
0.000
$881.480
LS
1.000
$22,575.000
10016-3216-14
0100
0100
209-65.01
TEMPORARY STREAM DIVERSION (DESCRIPTION)
LS
1.000
$22,575.000
10016-3215-14
0100
0450
209-65.02
TEMPORARY STREAM DIVERSION (DESCRIPTION)
LS
10016-3215-14
0100
0460
209-65.03
TEMPORARY DIVERSION CHANNEL
L.F.
$31.500
10016-3215-14
0100
0470
209-65.04
TEMPORARY IN STREAM DIVERSION
L.F.
1,564.000
$25.200
10016-3215-14
0100
0480
209-65.14
TEMPORARY STREAM DIVERSION
LS
1.000
$56,175.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0490
303-01
Page 8 of 42
MINERAL AGGREGATE, TYPE A BASE, GRADING D
TON
159,446.000
15,078.380
$
340,771.39
155,437.060
$
3,512,877.56
0.000
$
0.00
9,380.570
$
344,735.95
0.000
$
0.00
6,422.340
$
191,193.06
$22.600
10016-3215-14
0100
0500
303-01.01
GRANULAR BACKFILL (ROADWAY)
TON
11,200.000
$36.750
10016-3215-14
0100
0510
303-10.01
MINERAL AGGREGATE (SIZE 57)
TON
2,487.000
$29.770
10016-3215-14
10016-3215-14
0100
0520
307-01.01
ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING A
TON
18,465.000
511.740
$
38,958.77
17,072.860
$
1,299,756.83
0.010
$
0.76
0.000
$
0.00
370.190
$
30,999.71
12,986.090
$
1,087,455.18
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$1.000
-484.450
$
-484.45
-17,811.010
$
-17,811.01
0.000
0.000
$
0.00
0.000
$
0.00
0100
0520
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
TON
$76.130
$ 76.130
0100
0530
307-01.08
ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING B-M2
TON
13,429.000
$83.740
10016-3215-14
0100
0540
307-02.01
ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM) GRADING A
TON
102.000
$131.250
10016-3215-14
0100
0550
307-02.08
ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM) GRADING B-M2
TON
57.000
$134.400
10016-3215-14
0100
9002
307-03.20
PRICE ADJUSTMENT FOR AC CONTENT
DOLL
0.000
$1.000
10016-3215-14
0100
9002
ADJUSTMENT
307 AC CONTENT ADJUSTMENT
DOLL
0100
9003
307-05.40
LIQUID ANTI-STRIP AGENT PAYMENT
DOLL
$1.000
0100
9003
ADJUSTMENT
307 ANTI-STRIP ADJUSTMENT
DOLL
$1.000
186.150
$
186.15
3,457.810
$
3,457.81
10016-3215-14
0100
9004
307-05.41
HYDRATE LIME ANTI-STRIP AGENT PAYMENT
DOLL
0.000
$1.000
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0100
0560
402-01
BITUMINOUS MATERIAL FOR PRIME COAT (PC)
TON
434.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
11.400
$
7,481.25
22.780
$
14,949.38
$525.000
10016-3215-14
0100
0570
402-02
AGGREGATE FOR COVER MATERIAL (PC)
TON
1,716.000
$21.000
10016-3215-14
0100
0580
403-01
BITUMINOUS MATERIAL FOR TACK COAT (TC)
TON
49.000
$656.250
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3216-14
0100
0110
407-02.14
Page 9 of 42
ASPHALT PAVEMENT REPAIR
S.Y.
20.000
0.000
$
0.00
29.330
$
3,541.60
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
282.390
$
26,612.43
0.000
$
0.00
0.000
$
0.00
700.000
$123.900
0.000
$
0.00
0.000
$
0.00
0.000
0.000
$
0.00
0.000
$
0.00
$1.000
0.000
$
0.00
-486.450
$
-486.45
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$1.000
0.000
$
0.00
0.000
$
0.00
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
477.770
$
1,504.98
1,317.770
$
4,150.98
$120.750
10016-3215-14
0100
9005
407-07
DENSITY DEDUCTION
DOLL
0.000
$1.000
10016-3215-14
0100
9006
407-09
ASPHALT CEMENT CONTENT & GRADATION DEDUCTION
DOLL
0.000
$1.000
10016-3215-14
0100
0590
411-01.07
ACS MIX (PG64-22) GRADING E SHOULDER
TON
5,399.000
$94.240
10016-3215-14
0100
0600
411-01.10
ACS MIX(PG64-22) GRADING D
TON
8,442.000
$103.430
10016-3215-14
0100
0610
411-02.10
ACS MIX(PG70-22) GRADING D
TON
10016-3215-14
0100
9007
411-03.20
PRICE ADJUSTMENT FOR ASPHALT CEMENT CONTENT
DOLL
$1.000
10016-3215-14
0100
9007
ADJUSTMENT
411 AC CONTENT ADJUSTMENT
DOLL
0100
9018
411-03.30
RIDEABILITY DEDUCTION
DOLL
$1.000
10016-3216-14
0100
9019
411-03.30
RIDEABILITY DEDUCTION
DOLL
10016-3215-14
0100
9008
411-03.40
MATERIAL VARIATION DEDUCTION
DOLL
$1.000
10016-3215-14
0100
9009
411-05.40
LIQUID ANTI-STRIP AGENT PAYMENT
DOLL
0.000
$1.000
10016-3215-14
0100
9010
411-05.41
HYDRATED LIME ANTI-STRIP AGENT PAYMENT
DOLL
0.000
$1.000
10016-3215-14
0100
0620
411-12.03
SCORING FOR RUMBLE STRIPE (NON-CONTINUOUS) (8IN WIDTH)
L.M.
8.700
$840.000
10016-3215-14
0100
0630
415-01.02
COLD PLANING BITUMINOUS PAVEMENT
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
S.Y.
10,270.000
$3.150
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0640
604-01.01
Page 10 of 42
CLASS A CONCRETE (ROADWAY)
C.Y.
1,776.000
0.000
$
0.00
447.839
$
317,405.89
0.000
$
0.00
537,100.176
$
623,036.20
0.000
$
0.00
0.000
$
0.00
$708.750
10016-3215-14
0100
0650
604-01.02
STEEL BAR REINFORCEMENT (ROADWAY)
LB.
383,478.000
$1.160
10016-3215-14
0100
9023
604-01.06
CLASS A CONCRETE ADJUSTMENT (INCREASE)
C.Y.
0.000
$815.063
10016-3215-14
0100
9024
604-01.07
CLASS A CONCRETE ADJUSTMENT (DECREASE)
C.Y.
0.000
$616.613
0.000
$
0.00
2,059.350
$
1,269,821.98
10016-3215-14
0100
0660
604-07.01
RETAINING WALL (DESCRIPTION)
S.F.
4,140.000
0.000
$
0.00
7,870.000
$
314,013.00
0.000
$
0.00
2,507.000
$
102,661.65
0.000
$
0.00
14,252.600
$
778,191.96
0.000
$
0.00
2,928.000
$
215,208.00
(STA. 98+50 TO STA. 104+00 RIGHT)
10016-3215-14
0100
0670
604-07.02
RETAINING WALL (DESCRIPTION)
$39.900
S.F.
(STA. 107+50 TO STA. 109+50 LEFT)
10016-3215-14
0100
0680
604-07.03
RETAINING WALL (DESCRIPTION)
$40.950
S.F.
(STA. 114+75 TO STA. 120+90 RIGHT)
10016-3215-14
0100
0690
604-07.04
RETAINING WALL (DESCRIPTION)
1,225.000
5,950.000
$54.600
S.F.
(STA. 116+00 TO STA. 119+15.72 LEFT)
1,450.000
$73.500
10016-3215-14
0100
0700
604-07.05
RETAINING WALL (DESCRIPTION)
(STA. 123+50 TO STA. 128+50 LEFT)
S.F.
3,650.000
$96.600
0.000
$
0.00
2,888.000
$
278,980.80
10016-3215-14
0100
0710
604-07.06
RETAINING WALL (DESCRIPTION)
S.F.
14,250.000
0.000
$
0.00
14,462.040
$
1,207,291.10
0.000
$
0.00
1,172.000
$
147,672.00
0.000
$
0.00
12,633.000
$
769,349.70
0.000
$
0.00
2,051.000
$
124,905.90
0.000
$
0.00
314.000
$
34,948.20
(STA. 126+10 TO STA. 140+25 RIGHT)
10016-3215-14
0100
0720
604-07.07
RETAINING WALL (DESCRIPTION)
$83.480
S.F.
(STA. 129+93 TO STA. 130+30.74 RIGHT)
10016-3215-14
0100
0730
604-07.08
RETAINING WALL (DESCRIPTION)
S.F.
(STA. 130+50 TO STA. 142+25 LEFT)
10016-3215-14
0100
0740
604-07.09
RETAINING WALL (DESCRIPTION)
0100
0750
604-07.10
RETAINING WALL (DESCRIPTION)
(STA. 149+00 TO STA. 149+21.27 LEFT)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
9,450.000
$60.900
S.F.
(STA. 144+25 TO STA. 146+25 LEFT)
10016-3215-14
375.000
$126.000
1,500.000
$60.900
S.F.
125.000
$111.300
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0760
604-07.11
Page 11 of 42
RETAINING WALL (DESCRIPTION)
S.F.
(STA. 149+45.14 TO STA. 149+94.62 LEFT)
10016-3215-14
0100
0770
604-07.12
RETAINING WALL (DESCRIPTION)
S.F.
(STA. 147+98 TO STA. 152+80 RIGHT)
10016-3215-14
0100
0780
604-07.13
RETAINING WALL (DESCRIPTION)
S.F.
0100
0790
604-07.14
RETAINING WALL (DESCRIPTION)
(STA. 160+75 TO STA. 162+70 RIGHT)
S.F.
10016-3215-14
0100
0800
604-07.15
RETAINING WALL (DESCRIPTION)
S.F.
(STA. 162+70 TO STA. 163+01.46 RIGHT)
0810
604-07.16
RETAINING WALL (DESCRIPTION)
0100
0820
604-07.17
RETAINING WALL (DESCRIPTION)
S.F.
0100
0830
604-07.18
RETAINING WALL (DESCRIPTION)
526.000
$
43,631.70
0.000
$
0.00
3,000.000
$
132,300.00
0.000
$
0.00
972.000
$
60,215.40
1,825.000
$58.800
0.000
$
0.00
2,351.000
$
138,238.80
240.000
0.000
$
0.00
573.000
$
34,895.70
0.000
$
0.00
644.000
$
35,162.40
0.000
$
0.00
1,064.000
$
71,500.80
0.000
$
0.00
3,336.000
$
178,642.80
100.000
$110.250
0.000
$
0.00
0.000
$
0.00
0.000
0.000
$
0.00
-350.830
$
-350.83
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1,718.000
$
91,998.90
0.000
$
0.00
1,766.000
$
89,924.72
0.000
$
0.00
272.000
$
22,135.36
3,000.000
650.000
375.000
$54.600
S.F.
(STA. 163+67 TO STA. 164+50 RIGHT)
10016-3215-14
0.00
$60.900
(STA. 163+39.12 TO STA. 163+67 RIGHT)
10016-3215-14
$
$61.950
10016-3215-14
0100
0.000
$44.100
(STA. 158+96.62 TO STA. 160+00.37 LEFT)
10016-3215-14
200.000
$82.950
950.000
$67.200
S.F.
(STA. 403+50 TO STA. 407+50 LEFT)
1,575.000
$53.550
10016-3215-14
0100
0840
604-07.19
RETAINING WALL (DESCRIPTION)
(STA. 408+10 TO STA. 408+50 LEFT)
S.F.
10016-3215-14
0100
9026
604-22.50
DEFECTIVE CONCRETE
DOLL
$1.000
10016-3216-14
0100
9027
604-22.50
DEFECTIVE CONCRETE
DOLL
0.000
$1.000
10016-3215-14
0100
0850
607-03.02
18" CONCRETE PIPE CULVERT (CLASS III)
L.F.
2,040.000
$53.550
10016-3215-14
0100
0860
607-03.30
18" PIPE CULVERT
L.F.
1,982.000
$50.920
10016-3215-14
0100
0870
607-05.02
24" CONCRETE PIPE CULVERT (CLASS III)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
L.F.
127.000
$81.380
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
0880
607-05.30
Page 12 of 42
24" PIPE CULVERT
L.F.
1,496.000
0.000
$
0.00
1,591.000
$
94,314.48
$59.280
10016-3215-14
10016-3215-14
0100
0890
607-06.02
30" CONCRETE PIPE CULVERT (CLASS III)
L.F.
25.000
0.000
$
0.00
42.000
$
3,924.90
0.000
$
0.00
-10.000
$
-934.50
0.000
$
0.00
1,284.000
$
77,271.12
0.000
$
0.00
696.000
$
54,274.08
0100
0890
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
L.F.
$93.450
$ 93.450
0100
0900
607-06.30
30" PIPE CULVERT
L.F.
1,657.000
$60.180
10016-3215-14
0100
0910
607-07.30
36" PIPE CULVERT
L.F.
604.000
$77.980
0100
0910
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
L.F.
$ 77.980
0.000
$
0.00
-9.000
$
-701.82
10016-3215-14
0100
0920
607-08.30
42" PIPE CULVERT
L.F.
958.000
$100.680
0.000
$
0.00
958.000
$
96,451.44
10016-3215-14
0100
0930
607-12.30
66" PIPE CULVERT
L.F.
214.000
0.000
$
0.00
216.000
$
45,591.12
0.000
$
0.00
1,079.000
$
40,829.36
0.000
$
0.00
313.000
$
12,829.87
0.000
$
0.00
0.000
$
0.00
80.000
$81.900
0.000
$
0.00
136.000
$
11,138.40
37.000
0.000
$
0.00
60.000
$
6,993.00
0.000
$
0.00
46.000
$
8,653.06
0.000
$
0.00
0.000
$
0.00
$211.070
10016-3215-14
0100
0940
607-39.02
18" PIPE CULVERT (SIDE DRAIN)
L.F.
987.000
$37.840
10016-3215-14
0100
0950
607-39.03
24" PIPE CULVERT (SIDE DRAIN)
L.F.
389.000
$40.990
10016-3215-14
0100
0960
607-39.04
30" PIPE CULVERT (SIDE DRAIN)
L.F.
92.000
$43.500
10016-3215-14
0100
0970
607-39.05
36" PIPE CULVERT (SIDE DRAIN)
L.F.
10016-3215-14
0100
0980
607-39.06
42" PIPE CULVERT (SIDE DRAIN)
L.F.
$116.550
10016-3216-14
0100
9500
607-40.09
CORRUGATED METAL PIPE ARCH (SIZE EQUIV. 54" ROUND)
L.F.
0.000
$188.110
10016-3215-14
0100
0990
607-60.01
ENCASEMENT PIPE (DESCRIPTION)
(1" PVC WATER PIPE)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
L.F.
335.000
$20.670
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1000
607-60.02
Page 13 of 42
ENCASEMENT PIPE (DESCRIPTION)
L.F.
(2" PVC WATER PIPE)
10016-3215-14
0100
1010
611-01.01
MANHOLES, 0' - 4' DEPTH
275.000
0.000
$
0.00
110.000
$
2,273.70
0.000
$
0.00
1.000
$
3,150.00
0.000
$
0.00
4.000
$
11,610.20
0.000
$
0.00
183.281
$
149,832.22
0.000
$
0.00
17,067.150
$
22,357.97
1,317.000
$4.460
303.000
$
1,351.38
303.000
$
1,351.38
1.000
0.000
$
0.00
1.000
$
3,360.00
0.000
$
0.00
16.000
$
55,440.00
0.000
$
0.00
4.000
$
21,000.00
0.000
$
0.00
2.000
$
10,080.00
5.000
$3,675.000
0.000
$
0.00
6.000
$
22,050.00
2.000
0.000
$
0.00
3.000
$
11,970.00
0.000
$
0.00
1.000
$
15,750.00
0.000
$
0.00
11.000
$
51,975.00
$20.670
EACH
1.000
$3,150.000
10016-3215-14
0100
1020
611-02.01
SPRING DRAIN BOX, TYPE 1
EACH
5.000
$2,902.550
10016-3215-14
0100
1030
611-07.01
CLASS A CONCRETE (PIPE ENDWALLS)
C.Y.
224.840
$817.500
10016-3215-14
0100
1040
611-07.02
STEEL BAR REINFORCEMENT (PIPE ENDWALLS)
LB.
23,500.000
$1.310
10016-3215-14
0100
1050
611-07.03
STRUCTURAL STEEL (PIPE ENDWALLS)
LB.
10016-3215-14
0100
1060
611-12.01
CATCH BASINS, TYPE 12, 0' - 4' DEPTH
EACH
$3,360.000
10016-3215-14
0100
1070
611-12.02
CATCH BASINS, TYPE 12, > 4' - 8' DEPTH
EACH
16.000
$3,465.000
10016-3215-14
0100
1080
611-14.02
CATCH BASINS, TYPE 14, > 4' - 8' DEPTH
EACH
4.000
$5,250.000
10016-3215-14
0100
1090
611-38.02
CATCH BASINS, TYPE 38, > 4' - 8' DEPTH
EACH
2.000
$5,040.000
10016-3215-14
0100
1100
611-42.01
CATCH BASINS, TYPE 42, 0' - 4' DEPTH
EACH
10016-3215-14
0100
1110
611-42.02
CATCH BASINS, TYPE 42, > 4' - 8' DEPTH
EACH
$3,990.000
10016-3215-14
0100
1120
611-42.05
CATCH BASINS, TYPE 42, > 16' - 20' DEPTH
EACH
1.000
$15,750.000
10016-3215-14
0100
1130
611-51.02
CATCH BASINS, TYPE 51, > 4' - 8' DEPTH
EACH
12.000
$4,725.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1140
611-51.03
Page 14 of 42
CATCH BASINS, TYPE 51, > 8' - 12' DEPTH
EACH
3.000
0.000
$
0.00
3.000
$
17,010.00
0.000
$
0.00
1.000
$
11,550.00
0.000
$
0.00
1.000
$
7,980.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
330.000
$
15,592.50
0.000
$97.330
0.000
$
0.00
80.000
$
7,786.40
335.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1,536.000
$
33,868.80
315.000
$
2,198.70
315.000
$
2,198.70
973.000
$
6,129.90
2,688.600
$
16,938.18
170.000
$25.200
108.000
$
2,721.60
108.000
$
2,721.60
172.000
0.000
$
0.00
99.000
$
17,151.75
0.000
$
0.00
60.240
$
18,975.60
73.670
$
21,272.21
230.300
$
66,499.13
$5,670.000
10016-3215-14
0100
1150
621-01.01
TEMPORARY STRUCTURE (DESCRIPTION - STATION)
LS
(18" DRAINAGE PIPE)
10016-3215-14
0100
1160
621-01.02
TEMPORARY STRUCTURE (DESCRIPTION - STATION)
LS
(24" DRAINAGE PIPE)
10016-3215-14
0100
1170
621-01.03
TEMPORARY STRUCTURE (DESCRIPTION - STATION)
0100
1180
621-03.02
18" TEMPORARY DRAINAGE PIPE
1.000
$7,980.000
LS
(72" DRAINAGE PIPE)
10016-3215-14
1.000
$11,550.000
1.000
$9,975.000
L.F.
450.000
$47.250
10016-3215-14
0100
9501
621-03.07
48" TEMPORARY DRAINAGE PIPE
L.F.
10016-3215-14
0100
1190
630-01.01
1" PVC WATER PIPE
L.F.
$19.950
10016-3215-14
0100
1200
630-01.02
2" PVC WATER PIPE
L.F.
275.000
$22.050
10016-3215-14
0100
1210
701-01.01
CONCRETE SIDEWALK (4 ")
S.F.
2,993.000
$6.980
10016-3215-14
0100
1220
701-02
CONCRETE DRIVEWAY
S.F.
10,788.000
$6.300
10016-3215-14
0100
1230
701-02.03
CONCRETE HANDICAP RAMP
S.F.
10016-3215-14
0100
1240
701-03
CONCRETE MEDIAN PAVEMENT
C.Y.
$173.250
10016-3215-14
0100
1250
702-01
CONCRETE CURB
C.Y.
44.000
$315.000
10016-3215-14
0100
1260
702-03
CONCRETE COMBINED CURB & GUTTER
C.Y.
264.000
$288.750
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1270
703-01
Page 15 of 42
CEMENT CONCRETE DITCH PAVING
C.Y.
334.000
0.000
$
0.00
29.000
$
11,418.75
0.000
$
0.00
506.000
$
31,878.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
3,445.000
$
55,533.40
0.000
$
0.00
0.000
$
0.00
0.000
$24.180
0.000
$
0.00
0.000
$
0.00
6.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1.000
$
1,942.50
0.000
$
0.00
22.000
$
12,127.50
0.000
$
0.00
4.000
$
8,610.00
4.000
$4,567.500
0.000
$
0.00
18.000
$
82,215.00
605.000
0.000
$
0.00
600.000
$
1,260.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$393.750
10016-3215-14
0100
1280
705-01.01
GUARDRAIL AT BRIDGE ENDS
L.F.
538.000
$63.000
10016-3215-14
0100
9013
705-01.50
SHOP CURVED GUARDRAIL AT BRIDGE ENDS
L.F.
0.000
$78.750
10016-3215-14
0100
1290
705-02.02
SINGLE GUARDRAIL (TYPE 2)
L.F.
11,087.000
$16.120
10016-3215-14
0100
9300
705-02.03
SINGLE GUARDRAIL (TYPE 2) LONG POST
L.F.
0.000
$22.580
10016-3215-14
0100
9011
705-02.50
SHOP CURVED GUARDRAIL
L.F.
10016-3215-14
0100
1300
705-04.02
GUARDRAIL TERMINAL (TYPE 12)
EACH
$420.000
10016-3215-14
0100
1310
705-04.04
GUARDRAIL TERMINAL (TYPE 21)
EACH
3.000
$1,942.500
10016-3215-14
0100
1320
705-04.05
GUARDRAIL TERMINAL (TYPE-IN-LINE)
EACH
27.000
$551.250
10016-3215-14
0100
1330
705-04.07
TAN ENERGY ABSORBING TERM (NCHRP 350, TL3)
EACH
15.000
$2,152.500
10016-3215-14
0100
1340
705-08.51
PORTABLE IMPACT ATTENUATOR NCHRP350 TL-3
EACH
10016-3215-14
0100
1350
706-01
GUARDRAIL REMOVED
L.F.
$2.100
10016-3215-14
0100
9200
706-02.33
REMOVE & RESET ENERGY ABSORB TERMINAL
EACH
Remove and Reset Type 38 end Treatment
10016-3215-14
0100
9600
707-01.11
CHAIN LINK FENCE (6 FOOT)
0.000
$892.500
L.F.
0.000
$15.250
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
9700
707-01.12
Page 16 of 42
END & CORNER POST ASSEMBLY(CHAIN-LINK FENCE 6')
EACH
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1,920.000
$
2,457.60
0.000
$
0.00
181.000
$
27,150.00
0.000
$
0.00
12.850
$
3,642.98
$179.000
10016-3215-14
0100
9400
707-01.13
GATE - CHAIN-LINK FENCE-6 FOOT (DESCRIPTION)
EACH
CHAIN LINK FENCE GATE
10016-3215-14
0100
1360
707-08.11
HIGH-VISIBILITY CONSTRUCTION FENCE
0.000
$1,029.000
L.F.
3,075.000
$1.280
10016-3215-14
0100
1370
708-02.01
MARKERS (CONCRETE R.O.W. POSTS)
EACH
268.000
$150.000
10016-3216-14
0100
9504
709-01.01
RUBBLE STONE RIP-RAP
C.Y.
Rubble Stone Rip-Rap
0.000
$283.500
10016-3215-14
0100
1380
709-05.05
MACHINED RIP-RAP (CLASS A-3)
TON
850.000
$28.330
238.200
$
6,748.21
6,743.970
$
191,056.67
10016-3215-14
0100
1390
709-05.06
MACHINED RIP-RAP (CLASS A-1)
TON
1,148.000
21.440
$
679.86
15,923.350
$
504,929.43
0.000
$
0.00
95.190
$
3,018.47
0.000
$
0.00
3,829.900
$
122,173.81
213.240
$
6,885.52
4,199.440
$
135,599.92
6,272.000
$62.740
0.000
$
0.00
6,141.000
$
385,286.34
1.000
0.000
$
0.00
1.002
$
151,841.71
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
2,670.000
$
61,677.00
$31.710
10016-3216-14
0100
0130
709-05.06
MACHINED RIP-RAP (CLASS A-1)
TON
10.000
$31.710
10016-3215-14
0100
1400
709-05.08
MACHINED RIP-RAP (CLASS B)
TON
4,059.000
$31.900
10016-3215-14
0100
1410
709-05.09
MACHINED RIP-RAP (CLASS C)
TON
4,778.000
$32.290
10016-3215-14
0100
1420
711-01.04
CONCRETE BARRIER WALL
L.F.
10016-3215-14
0100
1430
712-01
TRAFFIC CONTROL
LS
$151,538.630
10016-3215-14
0100
9901
712-01
TRAFFIC CONTROL
LS
TRAFFIC CONTROL
10016-3215-14
0100
1440
712-02.02
INTERCONNECTED PORTABLE BARRIER RAIL
0.000
$6,000.000
L.F.
700.000
$23.100
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1450
712-04.01
Page 17 of 42
FLEXIBLE DRUMS (CHANNELIZING)
EACH
400.000
0.000
$
0.00
400.000
$
15,540.00
0.000
$
0.00
79.000
$
4,809.52
321.520
$
2,398.54
2,992.400
$
22,323.30
0.000
$
0.00
111.000
$
1,048.95
96.000
$
1,159.68
928.000
$
11,210.24
4.000
$1,890.000
0.000
$
0.00
0.000
$
0.00
500.000
0.000
$
0.00
36.000
$
1,701.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
202.500
$
520.43
0.000
$
0.00
0.000
$
0.00
536.000
$10.500
0.000
$
0.00
8.000
$
84.00
435.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$38.850
10016-3215-14
0100
9505
712-05.01
WARNING LIGHTS (TYPE A)
EACH
Warning Lights (Type A)
10016-3215-14
0100
1460
712-06
SIGNS (CONSTRUCTION)
0.000
$60.880
S.F.
1,239.000
$7.460
10016-3215-14
0100
1470
712-06.01
VERTICAL PANELS
S.F.
955.000
$9.450
10016-3215-14
0100
1480
712-07.03
TEMPORARY BARRICADES (TYPE III)
L.F.
500.000
$12.080
10016-3215-14
0100
1490
712-08.03
ARROW BOARD (TYPE C)
EACH
10016-3215-14
0100
1500
712-08.06
UNIFORMED POLICE OFFICER
HOUR
$47.250
10016-3215-14
0100
1510
713-02.16
FLEXIBLE TYPE II OBJECT MARKER
EACH
2.000
$126.000
10016-3215-14
0100
1520
713-11.01
"U" SECTION STEEL POSTS
LB.
2,551.000
$2.570
10016-3215-14
0100
1530
713-11.02
PERFORATED/KNOCKOUT SQUARE TUBE POST
LB.
2,020.000
$4.460
10016-3215-14
0100
1540
713-13.02
FLAT SHEET ALUMINUM SIGNS (0.080" THICK)
S.F.
10016-3215-14
0100
1550
713-13.03
FLAT SHEET ALUMINUM SIGNS (0.100" THICK)
S.F.
$11.810
10016-3215-14
0100
1560
713-15
REMOVAL OF SIGNS, POSTS AND FOOTINGS
LS
1.000
$787.500
10016-3215-14
0100
9903
713-15.07
SUSPENDED FLAT SHEET ALUMINUM SIGN (0.080" THICK)
SUSPENDED FLAT SHT ALUM SGN (0.080" THICK)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
EACH
0.000
$386.170
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1570
713-16.01
Page 18 of 42
CHANGEABLE MESSAGE SIGN UNIT
EACH
6.000
0.000
$
0.00
8.000
$
76,440.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$9,555.000
10016-3215-14
0100
1580
713-16.06
DEAD END SIGN AND SUPPORT
EACH
1.000
$152.250
10016-3215-14
0100
1590
713-16.07
END OF ROADWAY SIGN AND SUPPORT
EACH
2.000
$173.250
10016-3215-14
0100
1600
713-16.20
SIGNS (DESCRIPTION)
EACH
(OVERMOUNTAIN VICTORY TRAIL & ARROW)
10016-3215-14
0100
1610
716-01.21
Snwplwble Pvmt Mrkrs (Bi-Dir)(1 Color)
2.000
$840.000
EACH
634.000
$30.410
10016-3215-14
0100
1620
716-01.22
Snwplwble Pvmt Mrkrs (Mono-Dir)(1 Color)
EACH
250.000
$30.410
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0100
1630
716-02.03
PLASTIC PAVEMENT MARKING (CROSS-WALK)
L.F.
181.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
75.000
$4.730
0.000
$
0.00
0.000
$
0.00
31.000
1.989
$
1,869.16
32.472
$
30,515.56
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$9.310
10016-3215-14
0100
1640
716-02.04
PLASTIC PAVEMENT MARKING(CHANNELIZATION STRIPING)
S.Y.
1,019.000
$16.800
10016-3215-14
0100
1650
716-02.05
PLASTIC PAVEMENT MARKING (STOP LINE)
L.F.
465.000
$16.800
10016-3215-14
0100
1660
716-02.06
PLASTIC PAVEMENT MARKING (TURN LANE ARROW)
EACH
42.000
$162.750
10016-3215-14
0100
1670
716-02.08
PLASTIC PAVEMENT MARKING (8" DOTTED LINE)
L.F.
10016-3215-14
0100
1680
716-05.01
PAINTED PAVEMENT MARKING (4" LINE)
L.M.
$939.750
10016-3215-14
0100
1690
716-12.01
ENHANCED FLATLINE THERMO PVMT MRKNG (4IN LINE)
L.M.
0.310
$3,780.000
10016-3215-14
0100
1700
716-13.01
SPRAY THERMO PVMT MRKNG (60 mil) (4IN LINE)
L.M.
27.300
$2,625.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1710
716-13.04
Page 19 of 42
SPRAY THERMO PVMT MRKNG (60 mil) (4IN DOTTED LINE)
L.F.
275.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1.000
$
1,500,000.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1.000
$
431,615.00
0.000
$
0.00
1.000
$
631.06
0.000
$
0.00
0.000
$
0.00
$
2,921.22
$
3,473.32
$
2,034.03
$
10,494.08
$
930.46
$
0.00
$
1,990.75
$2.420
10016-3215-14
0100
1720
717-01
MOBILIZATION
LS
1.000
$1,500,000.000
10016-3215-14
0100
9902
717-01
MOBILIZATION
LS
MOBILIZATION
10016-3215-14
0100
9970
717-01.75
ADDITIONAL MOBILIZATION
LS
Additional Mobilization
10016-3216-14
0100
0140
720-61.21
PICNIC TABLES
0.000
$13,925.000
0.000
$431,615.000
EACH
4.000
$631.060
10016-3215-14
10016-3215-14
10016-3215-14
0100
9904
725-05.07
FIBER OPTIC TRANSCEIVER (SM)
FIBER OPTIC TRANSCIEVER (SM)
0100
9904
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9905
730-02.09
SIGNAL HEAD ASSEMBLY (130 WITH BACKPLATE)
0100
9905
ADJUSTMENT
SIGNAL HEAD ASSEMBLY (130 WITH BACKPLATE)
STOCKPILED MATERIALS -
0100
9906
730-02.17
SIGNAL HEAD ASSEMBLY (150 A2H WITH BACKPLATE)
EACH
$
EACH
10016-3215-14
9906
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9907
730-02.30
SIGNAL HEAD ASSEMBLY (DESCRIPTION)
10016-3215-14
9907
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9908
730-03.20
INSTALL PULL BOX (TYPE A)
EACH
0100
9909
730-03.21
INSTALL PULL BOX (TYPE B)
0100
9910
730-03.23
INSTALL PULL BOX (FIBER OPTIC-TYPE A)
EACH
0100
9911
730-03.24
INSTALL PULL BOX (FIBER OPTIC-TYPE B)
INSTALL PULL BOX (FIBER OPTIC-TYPE B)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
4.000
0.000
0.000
$
0.00
8.000
0.000
0.000
$
0.00
0.000
$824.130
$
EACH
0.000
0.000
$
0.00
5.000
$
1,745.05
0.000
$
0.00
3.000
$
1,555.92
0.000
$
0.00
2.000
$
2,362.26
0.000
$
0.00
2.000
$
2,833.88
$349.010
EACH
0.000
$518.640
EACH
INSTALL PULL BOX (FIBER OPTIC-TYPE A)
10016-3215-14
0.00
$
INSTALL PULL BOX (TYPE B)
10016-3215-14
$
$1,311.760
INSTALL PULL BOX (TYPE A)
10016-3215-14
0.000
$
SIGNAL HEAD ASSEMBLY (130 A2 WITH BACKPLATE)
0100
0.000
$868.330
SIGNAL HEAD ASSEMBLY (150 A2H WITH BACKPLATE)
0100
0.000
$2,504.700
0.000
$1,181.130
EACH
0.000
$1,416.940
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
9912
730-05.01
Page 20 of 42
ELECTRICAL SERVICE CONNECTION
EACH
ELECTRICAL SERVICE CONNECTION
10016-3215-14
0100
9913
730-08.01
SIGNAL CABLE - 3 CONDUCTOR
L.F.
SIGNAL CABLE - 3 CONDUCTOR
10016-3215-14
0100
9914
730-08.02
SIGNAL CABLE - 5 CONDUCTOR
L.F.
0100
9915
730-08.03
SIGNAL CABLE - 7 CONDUCTOR
SIGNAL CABLE - 7 CONDUCTOR
L.F.
10016-3215-14
0100
9916
730-08.40
INTERCONNECT CABLE - FIBER OPTIC (DESCRIPTION)
L.F.
INTRCNNCT CABLE-FIBER OPTIC (12F SCM)
9917
730-08.41
INTERCONNECT CABLE - FIBER OPTIC (DESCRIPTION)
0100
9918
730-11.10
RISER ASSEMBLY (DESCRIPTION)
L.F.
0100
9919
730-12.01
CONDUIT 1" DIAMETER (PVC)
EACH
L.F.
0100
9920
730-12.02
CONDUIT 2" DIAMETER (PVC)
CONDUIT 2" DIAMETER (PVC)
L.F.
10016-3215-14
0100
9921
730-12.08
CONDUIT 2" DIAMETER (RGS)
L.F.
CONDUIT 2" DIAMETER (RGS)
9922
730-12.09
CONDUIT 3" DIAMETER (RGS)
10016-3215-14
0100
9923
730-13.03
VEHICLE DETECTOR (4 - CHANNEL, RACK MOUNT)
0100
9923
ADJUSTMENT
VEHICLE DETECTOR (4-CHANNEL, RACK MOUNT)
STOCKPILED MATERIALS -
0100
9924
730-13.06
VEHICLE DETECTOR (OPTICALLY ACTIVATED PRIORITY CONTROL)
VEHICLE DETECTOR (OPT.ACT.PRIOR.CONT.)
0100
9924
ADJUSTMENT
STOCKPILED MATERIALS -
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
442.000
$
769.08
0.000
$1.550
0.000
$
0.00
2,050.000
$
3,177.50
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
986.000
$
2,622.76
0.000
$6.370
0.000
$
0.00
1,088.000
$
6,930.56
0.000
0.000
$
0.00
300.000
$
4,245.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$
865.55
$
0.00
$
11,494.00
0.000
0.000
0.000
0.000
0.000
$14.150
L.F.
CONDUIT 3" DIAMETER (RGS)
10016-3215-14
0.00
$2.660
10016-3215-14
0100
$
$230.440
CONDUIT 1" DIAMETER (PVC)
10016-3215-14
0.000
$2.430
RISER ASSEMBLY
10016-3215-14
0.00
$4.620
INTRCNNCT CABLE-FIBER OPTIC (6F DROP)
10016-3215-14
$
$1.740
10016-3215-14
0100
0.000
$1.180
SIGNAL CABLE - 5 CONDUCTOR
10016-3215-14
0.000
$775.740
0.000
$20.310
EACH
0.000
$357.180
$
EACH
0.000
0.000
$
0.00
0.000
$2,642.950
$
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
9925
730-14.01
Page 21 of 42
SHIELDED DETECTOR CABLE
L.F.
SHIELDED DETECTOR CABLE
10016-3215-14
0100
9926
730-14.02
SAW SLOT
L.F.
SAW SLOT
10016-3215-14
0100
9927
730-14.03
LOOP WIRE
10016-3215-14
0100
9928
730-15.32
CABINET (EIGHT PHASE BASE MOUNTED)
0100
9928
ADJUSTMENT
CABINET (EIGHT PHASE BASE MOUNTED)
STOCKPILED MATERIALS -
0100
9929
730-16.02
EIGHT PHASE ACTUATED CONTROLLER
L.F.
10016-3215-14
9929
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9930
730-23.30
PEDESTAL POLE (DESCRIPTION)
EACH
10016-3215-14
9930
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9931
730-23.88
CANTILEVER SIGNAL SUPPORT (1 ARM @ 45')
EACH
EACH
EACH
0100
9932
730-23.96
CANTILEVER SIGNAL SUPPORT (DESCRIPTION)
CANTILEVER SIGNAL SUPPORT (1 ARM@50')
EACH
10016-3215-14
0100
9933
730-23.97
CANTILEVER SIGNAL SUPPORT (DESCRIPTION)
EACH
730-26.05
COUNTDOWN PEDESTRIAN SIGNAL
10016-3215-14
9934
ADJUSTMENT
STOCKPILED MATERIALS -
0100
9935
730-41.25
REWORK OF CONTROLLER
0100
1730
740-10.01
GEOTEXTILE (TYPE I)(SUBSURFACE DRAINAGE)
$
0.00
0.000
0.000
$
0.00
0.000
$
0.00
0.000
0.000
$
0.00
2.000
$
22,143.68
$
-0.01
0.000
$
0.00
$
5,609.73
$
0.00
$
768.17
$
0.00
$
6,172.91
0.000
$
0.00
0.000
0.000
0.000
$
0.00
0.000
0.000
0.000
$
0.00
0.000
0.000
$14,177.030
0.000
$
0.00
2.000
$
28,354.06
0.000
0.000
$
0.00
3.000
$
42,298.53
$
8,907.46
$
0.00
$
1,557.98
$
EACH
0.000
0.000
$
0.00
0.000
$791.360
$
EACH
REWORK OF CONTROLLER
10016-3215-14
0.000
$14,099.510
COUNTDOWN PEDESTRIAN SIGNAL
0100
0.00
$
CANTILEVER SIGNAL SUPPORT (1 ARM@60')
9934
$
$16,160.860
10016-3215-14
0100
0.000
$
STOCKPILED MATERIALS -
10016-3215-14
0.000
$1,367.640
ADJUSTMENT
STOCKPILED MATERIALS -
3,152.88
$
9931
ADJUSTMENT
$
$3,739.820
0100
9933
2,718.000
$
CANTILEVER SIGNAL SUPPORT (1 ARM@45')
0100
0.00
$11,071.840
PEDESTAL POLE
0100
$
$0.580
EIGHT PHASE ACTUATED CONTROLLER
0100
0.000
$4.220
LOOP WIRE
10016-3215-14
0.000
$1.160
0.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
153.000
$
839.97
$560.000
S.Y.
235.000
$5.490
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1740
740-10.03
Page 22 of 42
GEOTEXTILE (TYPE III)(EROSION CONTROL)
S.Y.
4,489.000
0.000
$
0.00
9,404.590
$
18,150.86
0.000
$
0.00
99,297.650
$
115,185.27
60.000
$
211.20
18,704.000
$
65,838.08
0.030
$
635.30
0.930
$
19,694.23
0.000
$
0.00
1.383
$
43,934.51
$1.930
10016-3215-14
0100
1750
740-10.04
GEOTEXTILE (TYPE IV)(STABILIZATION)
S.Y.
222,805.000
$1.160
10016-3215-14
0100
1760
740-11.03
TEMPORARY SEDIMENT TUBE 18IN (DESCRIPTION)
L.F.
(18IN )
10016-3215-14
0900
2090
770-97.60
REMOVE WOOD POLES
10,520.000
$3.520
LS
1.000
$21,176.590
10016-3215-14
0900
2100
770-97.61
REMOVE ASSEMBLIES
LS
1.000
$31,767.540
10016-3215-14
0900
2110
770-97.62
REMOVE PRIMARY/NEUTRAL CONDUCTORS
L.F.
28,295.000
$1.590
0.000
$
0.00
51,178.000
$
81,373.02
10016-3215-14
0900
2120
770-97.63
REMOVE SECONDARY CONDUCTORS
L.F.
5,584.000
0.000
$
0.00
5,632.000
$
14,868.48
0.000
$
0.00
13.000
$
3,380.00
0.000
$
0.00
3.000
$
923.25
0.000
$
0.00
24.000
$
6,749.28
3.000
$397.960
0.000
$
0.00
3.000
$
1,193.88
1.000
0.000
$
0.00
1.000
$
1,167.34
0.000
$
0.00
36.000
$
64,946.52
0.000
$
0.00
5.000
$
5,067.30
$2.640
10016-3215-14
0900
2130
770-97.64
INSTALL SINGLE SUPPORT TANGENT A1
EACH
10.000
$260.000
10016-3215-14
0900
2140
770-97.65
INSTALL 1-PH SUSPENSION ANGLE A3
EACH
3.000
$307.750
10016-3215-14
0900
2150
770-97.66
INSTALL 1-PH DEADEND A5
EACH
13.000
$281.220
10016-3215-14
0900
2160
770-97.67
INSTALL 1-PH DEADEND WITH EXTENS A5-1
EACH
10016-3215-14
0900
2170
770-97.68
INSTALL 3-PH DOUBLE X-ARM C2
EACH
$1,167.340
10016-3215-14
0900
2180
770-97.69
INSTALL 3-PH DOUBLE X-ARM C2-2
EACH
19.000
$1,804.070
10016-3215-14
0900
2190
770-97.70
INSTALL 3-PH SUSPENSION ANGLE C3
EACH
5.000
$1,013.460
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2200
770-97.71
Page 23 of 42
INSTALL 3-PH SINGLE DEADEND TAP C7
EACH
2.000
0.000
$
0.00
2.000
$
2,578.76
0.000
$
0.00
4.000
$
9,084.04
0.000
$
0.00
87.000
$
25,851.18
0.000
$
0.00
5.000
$
2,281.60
0.000
$
0.00
16.000
$
12,734.56
48.000
$875.500
0.000
$
0.00
81.000
$
70,915.50
11.000
0.000
$
0.00
21.000
$
20,725.53
0.000
$
0.00
7.000
$
6,908.58
0.000
$
0.00
67.000
$
24,885.81
0.000
$
0.00
33.000
$
3,151.83
9.000
$100.820
0.000
$
0.00
4.000
$
403.28
17.000
0.000
$
0.00
10.000
$
1,751.00
0.000
$
0.00
20.000
$
7,110.20
0.000
$
0.00
3.000
$
2,467.35
$1,289.380
10016-3215-14
0900
2210
770-97.72
INSTALL 3-PH DBLE DEADEND ON XARM C8
EACH
4.000
$2,271.010
10016-3215-14
0900
2220
770-97.73
INSTALL SINGLE DOWN GUY E1-2
EACH
40.000
$297.140
10016-3215-14
0900
2230
770-97.74
INSTALL SINGLE DOWN GUY E1.2
EACH
9.000
$456.320
10016-3215-14
0900
2240
770-97.75
INSTALL OVERHEAD SINGLE SPAN GUY E2-2
EACH
8.000
$795.910
10016-3215-14
0900
2250
770-97.76
INSTALL SCREW ANCHOR FP-1
EACH
10016-3215-14
0900
2260
770-97.77
INSTALL 1-PH XFMR G1.7 15KVA
EACH
$986.930
10016-3215-14
0900
2270
770-97.78
INSTALL 1-PH XFMR G1.7 25KVA
EACH
1.000
$986.940
10016-3215-14
0900
2280
770-97.79
INSTALL GROUNDING ASSEMBLY H1.1
EACH
48.000
$371.430
10016-3215-14
0900
2290
770-97.80
INSTALL SERVICE ASSEMBLY K1.1
EACH
12.000
$95.510
10016-3215-14
0900
2300
770-97.81
INSTALL SERVICE ASSEMBLY K1.2
EACH
10016-3215-14
0900
2310
770-97.82
INSTALL SURGE ARREST 1-PH P1.01
EACH
$175.100
10016-3215-14
0900
2320
770-97.83
INSTALL CUTOUT S1.01
EACH
13.000
$355.510
10016-3215-14
0900
2330
770-97.84
INSTALL 250W COBRAHEAD
EACH
2.000
$822.450
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2340
770-97.86
Page 24 of 42
INSTALL OVERHEAD #2 TRIPLEX
L.F.
1,725.000
0.000
$
0.00
2,875.000
$
14,317.50
0.000
$
0.00
3,480.000
$
9,778.80
0.000
$
0.00
2,257.000
$
4,784.84
0.000
$
0.00
4,821.000
$
9,015.27
0.000
$
0.00
8,957.000
$
17,287.01
$4.980
10016-3215-14
0900
2350
770-97.87
INSTALL OVERHEAD 4/0 ACSR
L.F.
3,828.000
$2.810
10016-3215-14
0900
2360
770-97.88
INSTALL OVERHEAD 1/0 ACSR
L.F.
2,162.000
$2.120
10016-3215-14
0900
2370
770-97.89
INSTALL OVERHEAD #4 ACSR
L.F.
3,498.000
$1.870
10016-3215-14
0900
2380
770-97.90
INSTALL OVERHEAD #2 ACSR
L.F.
7,035.000
$1.930
10016-3215-14
0930
4180
770-97.91
INSTALL OVERHEAD 556 AAC
L.F.
22,400.000
$4.500
0.000
$
0.00
30,220.000
$
135,990.00
10016-3215-14
0900
2390
770-97.92
INSTALL OVERHEAD 4/0 AAC
L.F.
7,466.000
0.000
$
0.00
9,624.000
$
26,562.24
0.000
$
0.00
16.000
$
13,753.44
0.000
$
0.00
1.000
$
1,183.26
0.000
$
0.00
13.000
$
18,141.50
34.000
$1,671.420
0.000
$
0.00
52.168
$
87,194.64
10.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
21.000
$
330.75
$2.760
10016-3215-14
0900
2400
770-97.93
INSTALL 35 FT CLASS 5 WOOD POLE
EACH
11.000
$859.590
10016-3215-14
0900
2410
770-97.94
INSTALL 40 FT CLASS 4 WOOD POLE
EACH
3.000
$1,183.260
10016-3215-14
0900
2420
770-97.95
INSTALL 45 FT CLASS 3 WOOD POLE
EACH
9.000
$1,395.500
10016-3215-14
0900
2430
770-97.96
INSTALL 50FT CLASS 2 WOOD POLE
EACH
10016-3215-14
0900
2440
771-29.01
CPLG CON-STAB 3/4PEW/MED CAP EFV
EACH
$1.050
10016-3215-14
0900
2450
771-29.02
CPLG CON-STAB 3/4X1/2 PE W/MED CAP EFV
EACH
5.000
$1.050
10016-3215-14
0900
2460
771-29.05
PIPE POLY 3/4 PE 2406 SDR11 500FT
L.F.
275.000
$15.750
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2470
771-29.06
Page 25 of 42
PIPE POLY 2 PE 2406 SDR11 250FT
L.F.
1,200.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
421.000
$
11,493.30
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
10.000
$5.250
0.000
$
0.00
3.000
$
15.75
10.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
10.000
$2.100
0.000
$
0.00
0.000
$
0.00
5.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$18.900
10016-3215-14
0900
2480
771-29.07
PIPE POLY 4 PE 2406 SDR11 40FT
L.F.
500.000
$27.300
10016-3215-14
0900
2490
771-29.08
ELL BF 2 90 DEG PE 2406
EACH
5.000
$10.500
10016-3215-14
0900
2500
771-29.09
ELL BF 4 90 DEG PE 2406
EACH
5.000
$10.500
10016-3215-14
0900
2510
771-29.10
CAP BF 1/2 CTS PE 2406
EACH
5.000
$5.250
10016-3215-14
0900
2520
771-29.11
CAP BF 3/4 PE 2406
EACH
10016-3215-14
0900
2530
771-29.12
CAP BF 2 PE 2406
EACH
$15.750
10016-3215-14
0900
2540
771-29.13
CAP BF 4 PE 2406
EACH
5.000
$15.750
10016-3215-14
0900
2550
771-29.14
EFV STICK 3/4 X 10 CTS PE MED CAP DRES
EACH
5.000
$31.500
10016-3215-14
0900
2560
771-29.15
TEETAP SDL EF 4 X 2 PE 2406 CENTR
EACH
5.000
$40.950
10016-3215-14
0900
2570
771-29.16
TEETAP SDL FUS 2 X 3/4 PE BF CENTR
EACH
10016-3215-14
0900
2580
771-29.17
TEETAP SDL MECH 2 X 3/4 STABW/HI CAPEFV
EACH
$5.250
10016-3215-14
0900
2590
771-29.18
TEETAP SDL MECH 4 X 3/4 STABW/HI CAPEFV
EACH
5.000
$5.250
10016-3215-14
0900
2600
771-29.19
TEE 4 X 4 X 4 PE 2406 BF
EACH
5.000
$105.000
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2610
771-29.20
Page 26 of 42
WIRE #12 CU BLK SOLID THHN 500FT
L.F.
2,000.000
0.000
$
0.00
454.000
$
476.70
0.000
$
0.00
0.020
$
1.05
0.000
$
0.00
20.490
$
516.35
0.000
$
0.00
0.000
$
0.00
6.000
$
787.50
32.000
$
4,200.00
37.000
$52.500
5.000
$
262.50
27.000
$
1,417.50
14,360.000
2,585.000
$
2,714.25
15,140.000
$
15,897.00
0.000
$
0.00
306.000
$
4,017.78
9.000
$
266.49
38.000
$
1,125.18
1.000
$
120.75
2.000
$
241.50
2.000
$542.850
0.000
$
0.00
6.000
$
3,257.10
30.000
0.000
$
0.00
30.000
$
4,204.20
0.000
$
0.00
45.000
$
3,895.20
0.000
$
0.00
4.000
$
1,059.00
$1.050
10016-3215-14
0900
2620
771-29.21
TAPE CAUTION 3 X 1000FT YLW/BLK "GAS"
EACH
2.000
$52.500
10016-3215-14
0900
2630
771-29.22
ROCK DUST PADDING MATERIAL
TON
200.000
$25.200
10016-3215-14
0900
2640
771-29.23
STONE BACKFILL GRADE 57 CRUSH/RUN
TON
300.000
$25.200
10016-3215-14
0900
2650
773-24.01
REMOVE POLE
EACH
53.000
$131.250
10016-3215-14
0900
2660
773-24.02
REMOVE DOWN GUY AND ANCHOR ROD
EACH
10016-3215-14
0900
2670
773-24.03
REMOVE AERIAL CABLE AND/OR STRAND
L.F.
$1.050
10016-3215-14
0900
2680
773-24.04
25PR GROUP REMOVAL SPLICE
EACH
392.000
$13.130
10016-3215-14
0900
2690
773-24.05
REMOVE DROP WIRE SPAN
EACH
92.000
$29.610
10016-3215-14
0900
2700
773-24.06
REMOVE PEDESTAL
EACH
3.000
$120.750
10016-3215-14
0900
2710
773-24.07
35FT CLASS 5 POLE CCA TREATED
EACH
10016-3215-14
0900
2720
773-24.08
10M DEAD END GUY PACKAGE
EACH
$140.140
10016-3215-14
0900
2730
773-24.09
3INX8FT U-GUARD TO INCLUDE CLEATING CA
EACH
44.000
$86.560
10016-3215-14
0900
2740
773-24.10
3IN SLICK TERMINAL WITH BLOCK
EACH
7.000
$264.750
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2750
773-24.11
Page 27 of 42
3IN SLICK CLOSURE
EACH
8.000
0.000
$
0.00
7.000
$
1,330.14
0.000
$
0.00
3.000
$
1,112.85
0.000
$
0.00
3.000
$
854.16
0.000
$
0.00
7.000
$
2,676.87
0.000
$
0.00
1,428.000
$
1,970.64
3.000
$231.000
0.000
$
0.00
80.000
$
18,480.00
177.000
0.000
$
0.00
169.000
$
15,968.81
0.000
$
0.00
65.000
$
12,858.30
0.000
$
0.00
101.000
$
1,315.02
0.000
$
0.00
50.000
$
809.00
31.000
$2,564.270
0.000
$
0.00
31.000
$
79,492.37
13.000
0.000
$
0.00
7.000
$
1,585.92
0.000
$
0.00
10.000
$
3,633.90
0.000
$
0.00
1.000
$
668.85
$190.020
10016-3215-14
0900
2760
773-24.12
5IN SLICK TERMINAL WITH BLOCK
EACH
5.000
$370.950
10016-3215-14
0900
2770
773-24.13
5IN SLICK CLOSURE
EACH
4.000
$284.720
10016-3215-14
0900
2780
773-24.14
7IN SLICK CLOSURE
EACH
7.000
$382.410
10016-3215-14
0900
2790
773-24.15
10M STRAND
L.F.
710.000
$1.380
10016-3215-14
0900
2800
773-24.16
TRANSFER EXISTING CA/STRAND/DROP
EACH
10016-3215-14
0900
2810
773-24.17
4IN 22.5 DEGREE SWEEPS
EACH
$94.490
10016-3215-14
0900
2820
773-24.18
4IN 90 DEGREE SWEEPS
EACH
59.000
$197.820
10016-3215-14
0900
2830
773-24.19
4IN DUCT PLUG
EACH
122.000
$13.020
10016-3215-14
0900
2840
773-24.20
SEAL DUCT
EACH
114.000
$16.180
10016-3215-14
0900
2850
773-24.21
3FTX5FTX4FT SPLICE PIT
EACH
10016-3215-14
0900
2860
773-24.22
6IN PEDESTAL WITH TERMINAL BLOCK
EACH
$226.560
10016-3215-14
0900
2870
773-24.23
12IN PEDESTAL WITH TERMINAL BLOCK
EACH
11.000
$363.390
10016-3215-14
0900
2880
773-24.24
1248 PEDESTAL WITH TERMINAL BLOCK
EACH
1.000
$668.850
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
2890
773-24.25
Page 28 of 42
4IN SCH 40 PVC CONDUIT
L.F.
20,500.000
0.000
$
0.00
19,899.000
$
893,664.09
0.000
$
0.00
17,230.000
$
29,980.20
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
2,047.000
$
80,508.51
0.000
$
0.00
601.000
$
16,731.84
$44.910
10016-3215-14
0900
2900
773-24.26
1.25IN RIBBED SUBDUCT
L.F.
17,500.000
$1.740
10016-3215-14
0900
2910
773-24.27
1500/24 ALP-SJ-FSF CABLE-COPPER
L.F.
1,520.000
$53.580
10016-3215-14
0900
2920
773-24.28
1200/24 ALP-SJ-FSF CABLE-COPPER
L.F.
525.000
$39.330
10016-3215-14
0900
2930
773-24.29
900/24 ALP-SJ-FSF CABLE-COPPER
L.F.
595.000
$27.840
10016-3215-14
0900
2940
773-24.30
600/24 ALP-SJ-FSF CABLE-COPPER
L.F.
425.000
$19.250
0.000
$
0.00
408.000
$
7,854.00
10016-3215-14
0900
2950
773-24.31
400/24 ALP-SJ-FSF CABLE-COPPER
L.F.
1,490.000
0.000
$
0.00
1,479.000
$
19,567.17
0.000
$
0.00
2,003.000
$
15,122.65
0.000
$
0.00
255.000
$
1,195.95
0.000
$
0.00
3,396.000
$
10,833.24
652.000
$2.490
0.000
$
0.00
440.000
$
1,095.60
24.000
1.000
$
803.45
16.000
$
12,855.20
4.000
$
4,626.32
17.000
$
19,661.86
0.000
$
0.00
1,336.000
$
83,807.28
$13.230
10016-3215-14
0900
2960
773-24.32
200/24 ALP-SJ-FSF CABLE-COPPER
L.F.
2,555.000
$7.550
10016-3215-14
0900
2970
773-24.33
100/24 ALP-SJ-FSF CABLE-COPPER
L.F.
270.000
$4.690
10016-3215-14
0900
2980
773-24.34
50/24 ALP-SJ-FSF CABLE-COPPER
L.F.
4,227.000
$3.190
10016-3215-14
0900
2990
773-24.35
25/24 ALP-SJ-FSF CABLE-COPPER
L.F.
10016-3215-14
0900
3000
773-24.36
6.5INX28IN STAINLESS STEEL SPLICE CASE
EACH
$803.450
10016-3215-14
0900
3010
773-24.37
9.5INX28IN STAINLESS STEEL SPLICE CASE
EACH
16.000
$1,156.580
10016-3215-14
0900
3020
773-24.38
25PR GROUP SPLICE & CLEAR AND CAP
EACH
1,366.000
$62.730
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
3030
773-24.39
Page 29 of 42
24 FIBER OPTIC CABLE
L.F.
3,065.000
0.000
$
0.00
2,265.000
$
4,416.75
0.000
$
0.00
2.000
$
504.40
0.000
$
0.00
11.000
$
4,195.40
0.000
$
0.00
10.000
$
2,994.60
0.000
$
0.00
17.000
$
446.25
0.000
$10.010
0.000
$
0.00
2,695.000
$
26,976.95
600.000
0.000
$
0.00
701.000
$
36,066.45
0.000
$
0.00
24,504.500
$
823,351.20
0.000
$
0.00
1,028.000
$
39,403.24
0.000
$
0.00
517.000
$
78,713.25
60.000
$516.600
0.000
$
0.00
32.000
$
16,531.20
2.000
0.000
$
0.00
2.000
$
3,885.00
0.000
$
0.00
49.000
$
41,160.00
0.000
$
0.00
1.000
$
745.50
$1.950
10016-3215-14
0900
3040
773-24.40
2PR DROP (SPAN) TO INCLUDE CUTOVER
EACH
10.000
$252.200
10016-3215-14
0900
3050
773-24.41
6PR DROP (SPAN) TO INCLUDE CUTOVER
EACH
8.000
$381.400
10016-3215-14
0900
3060
773-24.42
4PR BDW (SPAN) TO INCLUDE CUTOVER
EACH
21.000
$299.460
10016-3215-14
0900
3070
773-24.43
CUTOVER EXISTING DROP WIRE
EACH
11.000
$26.250
10016-3215-14
0900
9972
773-28.38
FIBER OPTIC CABLE (168F)
L.F.
10016-3215-14
0900
3080
775-63.46
10IN DUCTILE IRON WATERLINE
L.F.
$51.450
10016-3215-14
0900
3090
775-63.47
6IN DUCTILE IRON WATERLINE
L.F.
24,716.000
$33.600
10016-3215-14
0900
3100
775-63.48
4IN DUCTILE IRON WATERLINE
L.F.
810.000
$38.330
10016-3215-14
0900
3110
775-63.50
12IN CASING PIPE WITH 6IN WATERLINE
L.F.
386.000
$152.250
10016-3215-14
0900
3120
775-63.52
6IN STREAM CROSSING PIPE
L.F.
10016-3215-14
0920
4170
775-63.53
10IN GATE VALVE AND BOX
EACH
$1,942.500
10016-3215-14
0900
3130
775-63.54
6IN GATE VALVE AND BOX
EACH
45.000
$840.000
10016-3215-14
0900
3140
775-63.55
4IN GATE VALVE AND BOX
EACH
2.000
$745.500
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
3150
775-63.56
Page 30 of 42
AIR RELEASE VALVE AND BOX
EACH
4.000
0.000
$
0.00
4.000
$
10,164.00
0.000
$
0.00
1.000
$
8,557.50
0.000
$
0.00
0.991
$
52,027.50
0.000
$
0.00
1.000
$
2,100.00
0.000
$
0.00
1.000
$
37,800.00
1.000
$6,510.000
0.000
$
0.00
1.000
$
6,510.00
3.000
0.000
$
0.00
6.000
$
11,340.00
0.000
$
0.00
5.000
$
9,975.00
0.000
$
0.00
4.000
$
7,350.00
0.000
$
0.00
54.000
$
74,277.00
$2,541.000
10016-3215-14
0900
3160
775-63.57
FIRE HYDRANT ASSEMBLY
LS
1.000
$8,557.500
10016-3215-14
0900
3170
775-63.58
IN-LINE BLOW-OFF ASSEMBLY
LS
1.000
$52,500.000
10016-3215-14
0900
3180
775-63.59
END-OF-LINE BLOW OFF ASSEMBLY
LS
1.000
$2,100.000
10016-3215-14
0900
3190
775-63.60
PRESSURE REDUCING PIT AND ASSEMBLY
LS
1.000
$37,800.000
10016-3215-14
0900
3200
775-63.61
TEMPORARY CONNECTION AT STA. 95+50
LS
10016-3215-14
0900
3210
775-63.62
CONNECTION TO EXISTING 6IN WATERLINE
EACH
$1,890.000
10016-3215-14
0900
3220
775-63.63
CONNECTION TO EXISTING 4IN WATERLINE
EACH
6.000
$1,995.000
10016-3215-14
0900
3230
775-63.64
CONNECTION TO EXISTING 2IN WATERLINE
EACH
4.000
$1,837.500
10016-3215-14
0900
3240
775-63.65
WATER METERINSTALLATIONS
EACH
63.000
$1,375.500
10016-3215-14
0900
3250
775-63.66
3/4IN COPPER SERVICE LINE
L.F.
3,343.000
$25.200
0.000
$
0.00
2,674.000
$
67,384.80
10016-3215-14
0900
3260
775-63.67
1IN COPPER SERVICE LINE
L.F.
1,655.000
0.000
$
0.00
778.000
$
22,056.30
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$28.350
10016-3215-14
0900
3270
775-63.68
1 1/2IN COPPER SERVICE LINE
L.F.
176.000
$231.000
10016-3215-14
0900
3280
775-63.69
2IN COPPER SERVICE LINE
L.F.
437.000
$37.800
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0900
3290
775-63.70
Page 31 of 42
3/4IN COPPER SERVICE LINE ENCASED
L.F.
334.000
0.000
$
0.00
330.000
$
14,899.50
0.000
$
0.00
232.000
$
8,526.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
129.000
$
7,449.75
0.000
$
0.00
1.000
$
53,550.00
0.000
$
0.00
700.000
$
36,750.00
$
52,846.44
$
6,063.75
$
20,083.91
$45.150
10016-3215-14
0900
3300
775-63.71
1IN COPPER SERVICE LINE ENCASED
L.F.
166.000
$36.750
10016-3215-14
0900
3310
775-63.72
1 1/2IN COPPER SERVICE LINE ENCASED
L.F.
24.000
$60.900
10016-3215-14
0900
3320
775-63.73
2IN COPPER SERVICE LINE ENCASED
L.F.
79.000
$57.750
10016-3215-14
0900
3330
775-63.74
REMOVAL OF EXISTING WATERLINE
LS
1.000
$53,550.000
10016-3215-14
10016-3215-14
0910
3910
775-64.01
CE-6IN DUCTILE IRON PIPE
0910
3910
ADJUSTMENT
STOCKPILED MATERIALS -
0910
3920
775-64.02
CE-8IN DUCTILE IRON PIPE
L.F.
698.000
$52.500
$
L.F.
1,325.000
0.000
$
0.00
105.000
$57.750
10016-3215-14
0910
3920
ADJUSTMENT
STOCKPILED MATERIALS -
0910
3930
775-64.03
CE-12IN DUCTILE IRON PIPE
$
L.F.
1,780.000
0.000
$
0.00
2,364.000
$
168,789.60
0.000
$
0.00
141.000
$
24,428.25
0.000
$
0.00
62.000
$
11,392.50
0.000
$
0.00
322.000
$
65,929.50
5.000
$682.500
0.000
$
0.00
5.000
$
3,412.50
3.000
0.000
$
0.00
4.000
$
4,200.00
0.000
$
0.00
5.000
$
7,350.00
$71.400
10016-3215-14
0910
3940
775-64.04
CE-14IN STEEL CASING PIPE
L.F.
168.000
$173.250
10016-3215-14
0910
3950
775-64.05
CE-16IN STEEL CASING PIPE
L.F.
185.000
$183.750
10016-3215-14
0910
3960
775-64.06
CE-20IN STEEL CASING PIPE
L.F.
160.000
$204.750
10016-3215-14
0910
3970
775-64.07
CE-6IN GATE VALVE AND VALVE BOX
EACH
10016-3215-14
0910
3980
775-64.08
CE-8IN GATE VALVE AND VALVE BOX
EACH
$1,050.000
10016-3215-14
0910
3990
775-64.09
CE-12IN GATE VALVE AND VALVE BOX
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
EACH
5.000
2/2/2015
Estimate Summary to Contractor
Page 32 of 42
$1,470.000
10016-3215-14
0910
4000
775-64.10
CE-2IN COMB. AIR/VACUUM RELIEF VALVE
EACH
1.000
0.000
$
0.00
1.000
$
3,570.00
3.000
$2,310.000
0.000
$
0.00
5.000
$
11,550.00
3.000
0.000
$
0.00
1.000
$
3,675.00
0.000
$
0.00
5.000
$
22,575.00
0.000
$
0.00
1.000
$
15,750.00
0.000
$
0.00
7.000
$
27,930.00
13.000
$1,050.000
0.000
$
0.00
11.000
$
11,550.00
157.000
0.000
$
0.00
296.000
$
15,540.00
0.000
$
0.00
135.000
$
6,378.75
0.000
$
0.00
80.000
$
3,780.00
0.000
$
0.00
1.000
$
3,045.00
480.000
$25.200
0.000
$
0.00
3,633.400
$
91,561.68
38.000
0.000
$
0.00
38.000
$
13,965.00
0.000
$
0.00
7.500
$
984.38
$3,570.000
10016-3215-14
0910
4010
775-64.11
CE-2IN BLOW-OFF VALVE ASSEMBLY
EACH
10016-3215-14
0910
4020
775-64.12
CE-4IN BLOW-OFF VALVE ASSEMBLY
EACH
$3,675.000
10016-3215-14
0910
4030
775-64.13
CE-FIRE HYDRANT ASSEMBLY
EACH
5.000
$4,515.000
10016-3215-14
0910
4040
775-64.14
CE-PRESSURE REDUCING STATION
LS
1.000
$15,750.000
10016-3215-14
0910
4050
775-64.15
CE-CONNECTION TO EXIST SYSTEM
EACH
7.000
$3,990.000
10016-3215-14
0910
4060
775-64.16
CE-WATER SERVICE CONNECTION
EACH
10016-3215-14
0910
4070
775-64.17
CE-WATER SERVICE PIPE
L.F.
$52.500
10016-3215-14
0910
4080
775-64.18
CE-WATER SERVICE PIPE IN 2INCH SLEEVE
L.F.
300.000
$47.250
10016-3215-14
0910
4090
775-64.19
CE-2IN WATER SERVICE PIPE
L.F.
19.000
$47.250
10016-3215-14
0910
4100
775-64.20
CE-RELOCATION OF EXISTING 2IN METER
EACH
1.000
$3,045.000
10016-3215-14
0910
4110
775-64.21
CE-STONE BACKFILL FOR PAVED AREAS
TON
10016-3215-14
0910
4120
775-64.22
CE-STREAM CROSSING
L.F.
$367.500
10016-3215-14
0910
4130
775-64.23
CE-MISC. CONCRETE
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
C.Y.
10.000
2/2/2015
Estimate Summary to Contractor
Page 33 of 42
$131.250
10016-3215-14
0910
4140
775-64.24
CE-PAVEMENT BREAK AND REPAIR
S.Y.
10.000
0.000
$
0.00
338.430
$
55,079.48
1.000
$15,750.000
0.000
$
0.00
1.000
$
15,750.00
100.000
0.000
$
0.00
21.040
$
552.30
0.000
$
0.00
2.000
$
698.06
0.000
$
0.00
24.000
$
14,802.48
0.000
$
0.00
0.000
$
0.00
$162.750
10016-3215-14
0910
4150
775-64.25
CE-TEMPORARY WATER LINES & SERVICES
LS
10016-3215-14
0910
4160
775-64.26
CE-TRENCH STABILIZATION MATERIAL
TON
$26.250
10016-3215-14
0100
9506
775-65.86
2IN THD GATE VALVE WITH BOX
EACH
2" Gate Valve with Box
10016-3215-14
0900
9800
777-21.01
CONNECT FM TO MH 4IN SR 36 AT STA 187+18
EACH
Required 8" Sewer Line Creek Crossing near STA 408+00 +/10016-3215-14
0900
3340
777-28.48
2IN FORCE MAIN
0.000
$349.030
0.000
$616.770
L.F.
96.000
$68.250
10016-3215-14
0900
3350
777-28.49
10IN DI FORCE MAIN
L.F.
486.000
$110.250
0.000
$
0.00
505.000
$
55,676.25
10016-3215-14
0900
3360
777-28.50
8IN DI GRAVITY SEWER PIPE
L.F.
1,514.000
0.000
$
0.00
1,702.000
$
196,581.00
0.000
$
0.00
510.000
$
112,455.00
0.000
$
0.00
468.000
$
78,624.00
0.000
$
0.00
105.000
$
16,537.50
105.000
$199.500
0.000
$
0.00
105.000
$
20,947.50
8.000
0.000
$
0.00
8.000
$
23,520.00
0.000
$
0.00
3.000
$
14,805.00
$115.500
10016-3215-14
0900
3370
777-28.51
18IN GRAIVITY SEWER PIPE
L.F.
476.000
$220.500
10016-3215-14
0900
3380
777-28.52
16IN STEEL CASING PIPE
L.F.
335.000
$168.000
10016-3215-14
0900
3390
777-28.53
18IN STEEL CASING PIPE
L.F.
105.000
$157.500
10016-3215-14
0900
3400
777-28.54
26IN STEEL CASING PIPE
L.F.
10016-3215-14
0900
3410
777-28.55
4FT DIAMETER MANHOLES
EACH
$2,940.000
10016-3215-14
0900
3420
777-28.56
5FT DIAMETER MANHOLES
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
EACH
2.000
2/2/2015
Estimate Summary to Contractor
Page 34 of 42
$4,935.000
10016-3215-14
0900
3430
777-28.57
SANITARY SEWER FRAMES AND COVERS
EACH
10.000
0.000
$
0.00
11.000
$
2,656.50
12.000
$1,575.000
0.000
$
0.00
14.000
$
22,050.00
627.000
0.000
$
0.00
669.000
$
24,585.75
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
2.000
$
7,350.00
0.000
$
0.00
4.000
$
13,440.00
2.000
$4,095.000
0.000
$
0.00
2.000
$
8,190.00
1,730.000
0.000
$
0.00
2,920.330
$
70,525.97
0.000
$
0.00
93.210
$
13,701.87
0.000
$
0.00
6.000
$
787.50
0.000
$
0.00
1.000
$
39,900.00
100.000
$25.200
0.000
$
0.00
63.800
$
1,607.76
7.000
0.000
$
0.00
7.000
$
735.00
0.000
$
0.00
5.000
$
525.00
$241.500
10016-3215-14
0900
3440
777-28.58
SANITARY SEWER SERVICE CONNECTIONS
EACH
10016-3215-14
0900
3450
777-28.59
SANITARY SEWER LATERALS
L.F.
$36.750
10016-3215-14
0900
3460
777-28.60
CONNECT TO EXISTING SYSTEM (2IN FMS)
EACH
1.000
$1,470.000
10016-3215-14
0900
3470
777-28.61
CONNECT TO EXISTING SYSTEM (10IN FMS)
EACH
2.000
$3,675.000
10016-3215-14
0900
3480
777-28.62
CONNECT TO EXISTING SYSTEM (8IN GRAVITY)
EACH
4.000
$3,360.000
10016-3215-14
0900
3490
777-28.63
CONNECT TO EXISTING SYSTEM (18IN GRAVITY)
EACH
10016-3215-14
0900
3500
777-28.64
STONE BACKFILL FOR PAVED AREAS
TON
$24.150
10016-3215-14
0900
3510
777-28.65
PAVEMENT BREAK AND REPAIR
S.Y.
10.000
$147.000
10016-3215-14
0900
3520
777-28.66
MISC. CONCRETE - NOT FORMED
C.Y.
10.000
$131.250
10016-3215-14
0900
3530
777-28.67
BY-PASS PUMPING
LS
1.000
$39,900.000
10016-3215-14
0900
3540
777-28.68
TRENCH STABILIZATION MATERIAL
TON
10016-3215-14
0900
3550
778-05.47
INSTALL COMMUNICATION ASSY (SC)
EACH
$105.000
10016-3215-14
0900
3560
778-05.48
INSTALL COMMUNICATION ASSY (CSC)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
EACH
4.000
2/2/2015
Estimate Summary to Contractor
Page 35 of 42
$105.000
10016-3215-14
0900
3570
778-05.49
INSTALL COMMUNICATION ASSY (DE)
EACH
2.000
0.000
$
0.00
8.000
$
1,260.00
3.000
$288.750
0.000
$
0.00
4.000
$
1,155.00
1.000
0.000
$
0.00
1.000
$
630.00
0.000
$
0.00
2.000
$
1,260.00
0.000
$
0.00
1.000
$
630.00
0.000
$
0.00
1.000
$
630.00
8.000
$945.000
0.000
$
0.00
8.000
$
7,560.00
2.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
3.000
$
1,890.00
0.000
$
0.00
1.000
$
3,899.18
0.000
$
0.00
15.000
$
3,937.50
10.000
$630.000
0.000
$
0.00
13.000
$
8,190.00
13.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
2.000
$
210.00
$157.500
10016-3215-14
0900
3580
778-05.50
INSTALL COMMUNICATION ASSY (DDE)
EACH
10016-3215-14
0900
3590
778-05.51
INSTALL COMMUNICATION ASSY (AMP)
EACH
$630.000
10016-3215-14
0900
3600
778-05.52
INSTALL COMMUNICATION ASSY (DC)
EACH
1.000
$630.000
10016-3215-14
0900
3610
778-05.53
INSTALL COMMUNICATION ASSY (LX-SPLIT)
EACH
1.000
$630.000
10016-3215-14
0900
3620
778-05.54
INSTALL COMMUNICATION ASSY (SPLIT-3)
EACH
1.000
$630.000
10016-3215-14
0900
3630
778-05.55
INSTALL COMMUNICATION ASSY (TAP)
EACH
10016-3215-14
0900
3640
778-05.56
INSTALL COMMUNICATION ASSY (FOSS)
EACH
$10,500.000
10016-3215-14
0900
3650
778-05.57
INSTALL COMMUNICATION ASSY (LOOP)
EACH
1.000
$630.000
10016-3215-14
0900
3660
778-05.58
INSTALL COMMUNICATION ASSY (PBLOCK)
EACH
1.000
$3,899.180
10016-3215-14
0900
3670
778-05.59
INSTALL COMMUNICATION ASSY (E1-2)
EACH
10.000
$262.500
10016-3215-14
0900
3680
778-05.60
INSTALL COMMUNICATION ASSY (F2)
EACH
10016-3215-14
0900
3690
778-05.61
INSTALL COMMUNICATION ASSY (SVC)
EACH
$525.000
10016-3215-14
0900
3700
778-05.62
REMOVE COMMUNICATION ASSY (SC)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
EACH
10.000
2/2/2015
Estimate Summary to Contractor
Page 36 of 42
$105.000
10016-3215-14
0900
3710
778-05.63
REMOVE COMMUNICATION ASSY (CSC)
EACH
4.000
0.000
$
0.00
0.000
$
0.00
1.000
$183.750
0.000
$
0.00
0.000
$
0.00
1.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
1.000
$131.250
0.000
$
0.00
0.000
$
0.00
1.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
3.000
$
315.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$131.250
10016-3215-14
0900
3720
778-05.64
REMOVE COMMUNICATION ASSY (AMP)
EACH
10016-3215-14
0900
3730
778-05.65
REMOVE COMMUNICATION ASSY (DC)
EACH
$183.750
10016-3215-14
0900
3740
778-05.66
REMOVE COMMUNICATION ASSY (LX-SPLIT)
EACH
1.000
$183.750
10016-3215-14
0900
3750
778-05.67
REMOVE COMMUNICATION ASSY (SPLIT-3)
EACH
1.000
$183.750
10016-3215-14
0900
3760
778-05.68
REMOVE COMMUNICATION ASSY (TAP)
EACH
9.000
$131.250
10016-3215-14
0900
3770
778-05.69
REMOVE COMMUNICATION ASSY (LOOP)
EACH
10016-3215-14
0900
3780
778-05.70
REMOVE COMMUNICATION ASSY (PBLOCK)
EACH
$630.000
10016-3215-14
0900
3790
778-05.71
REMOVE COMMUNICATION ASSY (E1-2)
EACH
5.000
$105.000
10016-3215-14
0900
3800
778-05.72
REMOVE COMMUNICATION ASSY (E2-2)
EACH
2.000
$210.000
10016-3215-14
0900
3810
778-05.73
REMOVE COMMUNICATION ASSY (F2)
EACH
4.000
$157.500
10016-3215-14
0900
3820
778-05.74
REMOVE COMMUNICATION ASSY (SVC)
EACH
20.000
$131.250
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0900
3830
778-05.75
INSTALL TRUNK CABLE (.875)
L.F.
1,416.000
0.000
$
0.00
1,539.000
$
16,159.50
0.000
$
0.00
2,400.000
$
18,912.00
$10.500
10016-3215-14
0900
3840
778-05.76
INSTALL FEEDER CABLE (.625)
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
L.F.
1,549.000
2/2/2015
Estimate Summary to Contractor
Page 37 of 42
$7.880
10016-3215-14
0900
3850
778-05.77
INSTALL FIBER OPTIC CABLE (20F)
L.F.
1,416.000
0.000
$
0.00
0.000
$
0.00
$4.200
10016-3215-14
0900
3860
778-05.78
INSTALL FIBER OPTIC CABLE (28F)
L.F.
1,416.000
$5.250
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0900
3870
778-05.79
INSTALL FIBER OPTIC CABLE (88F)
L.F.
1,416.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
3,016.000
$
12,667.20
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$8.400
10016-3215-14
0900
3880
778-05.80
INSTALL 1/4IN EHS STEEL STRAND
L.F.
2,017.000
$4.200
10016-3215-14
0900
3890
778-05.81
REMOVE TRUNK AND FEEDER CABLE
LS
1.000
$15,750.000
10016-3215-14
0900
3900
778-05.82
REMOVE FIBEROPTIC CABLE
LS
1.000
$15,750.000
10016-3215-14
0100
1770
801-01
SEEDING (WITH MULCH)
UNIT
3,907.000
$21.540
38.450
$
828.21
1,441.550
$
31,050.99
10016-3215-14
0100
1780
801-01.07
TEMPORARY SEEDING (WITH MULCH)
UNIT
9,378.000
0.000
$
0.00
1,863.400
$
40,137.64
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
7.910
$
163.10
$21.540
10016-3216-14
0100
0150
801-01.07
TEMPORARY SEEDING (WITH MULCH)
UNIT
2.000
$21.540
10016-3215-14
0100
1790
801-01.30
COVER CROP SEED MIX (RIPZN/FLPL) W/MULCH
UNIT
105.500
$20.620
10016-3215-14
0100
1800
801-01.34
GRASS SEED MIX (RIPZN/FLPL)
UNIT
68.500
$20.620
10016-3216-14
0100
0160
801-01.35
GRASS SEED MIX (RIPZN/FLPL) W/MULCH
UNIT
2.000
$20.620
0.000
$
0.00
21.178
$
436.69
10016-3215-14
0100
1810
801-02
SEEDING (WITHOUT MULCH)
UNIT
1,885.000
-20.560
$
-230.48
3,591.343
$
40,258.96
112.230
$
1,258.10
-320.673
$
-3,594.73
$11.210
0100
1810
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
UNIT
$ 11.210
2/2/2015
Estimate Summary to Contractor
10016-3215-14
0100
1820
801-03
Page 38 of 42
WATER (SEEDING & SODDING)
M.G.
3,282.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
291.350
$
5,792.04
0.000
$
0.00
10.743
$
5,561.87
0.000
$
0.00
257.000
$
460.03
$15.780
10016-3215-14
0100
9012
801-06
MULCH
UNIT
0.000
$12.924
10016-3215-14
0100
1830
801-07
SEED (SUPPLEMENTAL APPLICATION)
LB.
879.000
$19.880
10016-3215-14
0100
1840
801-08
FERTILIZER (SUPPLEMENTAL APPLICATION)
TON
7.000
$517.720
10016-3216-14
0100
0170
802-02.31
CUTTINGS: SALIX SERICEA (18IN-24IN)
EACH
816.000
$1.790
10016-3215-14
10016-3216-14
0100
1850
802-02.32
CUTTINGS: CORNUS AMOMUM (18IN-24IN)
EACH
348.000
$11.960
0.000
$
0.00
230.000
$
2,750.80
0100
1850
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 11.960
0.000
$
0.00
-230.000
$
-2,750.80
0100
0180
802-02.32
CUTTINGS: CORNUS AMOMUM (18IN-24IN)
EACH
1,632.000
0.000
$
0.00
366.000
$
4,377.36
0.000
$
0.00
230.000
$
411.70
$11.960
10016-3215-14
0100
1860
802-02.33
CUTTINGS: SAMBUCUS CANADENSIS (18IN-24IN)
EACH
348.000
$1.790
10016-3216-14
0100
1860
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 1.790
0.000
$
0.00
-230.000
$
-411.70
0100
0190
802-02.33
CUTTINGS: SAMBUCUS CANADENSIS (18IN-24IN)
EACH
1,632.000
0.000
$
0.00
342.000
$
612.18
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
20.000
$
252.00
$ 12.600
0.000
$
0.00
-20.000
$
-252.00
43.000
0.000
$
0.00
12.000
$
151.20
$1.790
10016-3216-14
0100
0200
802-05.01
TEMPORARY TREE PROTECTION
EACH
2.000
$54.460
10016-3215-14
0100
1870
802-11.02
ACER RUBRUM (RED MAPLE 2-5FT CNTNR GRWN)
EACH
88.000
$12.600
10016-3216-14
0100
1870
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0210
802-11.02
ACER RUBRUM (RED MAPLE 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
0100
0210
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-12.000
$
-151.20
0100
0220
802-11.06
ASIMINA TRILOBA (PAWPAW 2-5FT CNTNR GRWN)
EACH
71.000
$12.600
0.000
$
0.00
12.000
$
151.20
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3216-14
Page 39 of 42
0100
0220
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0230
802-11.11
CERCIS CANADENSIS (REDBUD 2-5FT CNTNR GRWN)
EACH
$ 12.600
0.000
$
0.00
-12.000
$
-151.20
43.000
0.000
$
0.00
14.000
$
176.40
$ 12.600
0.000
$
0.00
-14.000
$
-176.40
11.000
0.000
$
0.00
0.000
$
0.00
$12.600
10016-3215-14
0100
0230
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1880
802-11.17
JUGLANS NIGRA (BLACK WALNUT 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3215-14
10016-3216-14
0100
1890
802-11.19
LIRIODENDRON TULIPIFERA (TULIP POPLAR 2-5FT CNTNR GRWN)
EACH
83.000
0.000
$
0.00
40.000
$
504.00
$12.600
$ 12.600
0.000
$
0.00
-40.000
$
-504.00
43.000
0.000
$
0.00
14.000
$
176.40
$ 12.600
0.000
$
0.00
-14.000
$
-176.40
14.000
0.000
$
0.00
3.000
$
37.80
$ 12.600
0.000
$
0.00
-3.000
$
-37.80
82.000
0.000
$
0.00
40.000
$
504.00
0100
1890
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0240
802-11.19
LIRIODENDRON TULIPIFERA (TULIP POPLAR 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
0100
0240
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0250
802-11.24
PINUS STROBUS (WHITE PINE 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3215-14
0100
0250
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1900
802-11.26
PLATANUS OCCIDENTALIS (SYCAMORE 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
10016-3215-14
10016-3216-14
0100
1900
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-40.000
$
-504.00
0100
0260
802-11.26
PLATANUS OCCIDENTALIS (SYCAMORE 2-5FT CNTNR GRWN)
EACH
43.000
$12.600
0.000
$
0.00
16.000
$
201.60
0100
0260
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-16.000
$
-201.60
0100
1910
802-11.29
QUERCUS ALBA (WHITE OAK 2-5FT CNTNR GRWN)
EACH
25.000
0.000
$
0.00
17.000
$
214.20
$12.600
$ 12.600
0.000
$
0.00
-17.000
$
-214.20
43.000
0.000
$
0.00
14.000
$
176.40
$ 12.600
0.000
$
0.00
-14.000
$
-176.40
33.000
0.000
$
0.00
22.000
$
277.20
0100
1910
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0270
802-11.29
QUERCUS ALBA (WHITE OAK 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3215-14
0100
0270
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1920
802-11.31
QUERCUS FALCATA (SOUTHERN RED OAK 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
0100
1920
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-22.000
$
-277.20
0100
0280
802-11.31
QUERCUS FALCATA (SOUTHERN RED OAK 2-5FT CNTNR GRWN)
EACH
28.000
0.000
$
0.00
11.000
$
138.60
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
Page 40 of 42
$12.600
10016-3215-14
0100
0280
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1930
802-11.43
TSUGA CANADENSIS (HEMLOCK 2-5FT CNTNR GRWN)
EACH
$ 12.600
0.000
$
0.00
-11.000
$
-138.60
25.000
0.000
$
0.00
5.000
$
63.00
$ 12.600
0.000
$
0.00
-5.000
$
-63.00
14.000
0.000
$
0.00
5.000
$
63.00
$ 12.600
0.000
$
0.00
-5.000
$
-63.00
24.000
0.000
$
0.00
5.000
$
63.00
$12.600
10016-3216-14
0100
1930
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0290
802-11.43
TSUGA CANADENSIS (HEMLOCK 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3215-14
0100
0290
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1940
802-11.60
KALMIA LATIFOLIA (MOUNTAIN LAUREL 2-5 FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
10016-3215-14
10016-3216-14
0100
1940
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-5.000
$
-63.00
0100
0300
802-11.60
KALMIA LATIFOLIA (MOUNTAIN LAUREL 2-5 FT CNTNR GRWN)
EACH
14.000
$12.600
0.000
$
0.00
4.000
$
50.40
0100
0300
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-4.000
$
-50.40
0100
1950
802-13.01
ALNUS SERRULATA (HAZEL ALDER 2-5FT CNTNR GRWN)
EACH
100.000
0.000
$
0.00
54.000
$
680.40
$12.600
$ 12.600
0.000
$
0.00
-54.000
$
-680.40
71.000
0.000
$
0.00
29.000
$
365.40
$ 12.600
0.000
$
0.00
-29.000
$
-365.40
71.000
0.000
$
0.00
26.000
$
327.60
$ 12.600
0.000
$
0.00
-26.000
$
-327.60
50.000
0.000
$
0.00
33.000
$
415.80
0100
1950
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0310
802-13.01
ALNUS SERRULATA (HAZEL ALDER 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3216-14
0100
0310
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0320
802-13.03
CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH 2-5FT CNTNR GRWN) EACH
$12.600
10016-3215-14
0100
0320
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1960
802-13.05
HAMAMELIS VIRGINIANA (WITCH HAZEL 2-5FT CNTNR GRWN)
EACH
$12.600
10016-3215-14
0100
1960
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-33.000
$
-415.80
0100
1970
802-13.06
HYDRANGEA QUERCIFOLIA (OAKLF HYDRANGEA 2-5FT CNTNR
GRWN)
EACH
50.000
0.000
$
0.00
11.000
$
138.60
0100
1970
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-11.000
$
-138.60
0100
1980
802-13.07
ILEX OPACA (AMERICAN HOLLY 2-5FT CNTNR GRWN)
EACH
54.000
$12.600
0.000
$
0.00
36.000
$
453.60
$12.600
10016-3215-14
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
2/2/2015
Estimate Summary to Contractor
10016-3216-14
Page 41 of 42
0100
1980
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
0330
802-13.09
LINDERA BENZOIN (SPICEBUSH 2-5FT CNTNR GRWN)
EACH
$ 12.600
0.000
$
0.00
-36.000
$
-453.60
71.000
0.000
$
0.00
28.000
$
352.80
$ 12.600
0.000
$
0.00
-28.000
$
-352.80
45.000
0.000
$
0.00
18.000
$
226.80
$12.600
10016-3215-14
0100
0330
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
0100
1990
802-13.10
SAMBUCUS CANADENSIS ( ELDERBERRY 2-5FT CNTNR GRWN)
EACH
$12.600
0100
1990
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
EACH
$ 12.600
0.000
$
0.00
-18.000
$
-226.80
10016-3215-14
0100
2000
802-13.51
ALNUS SERRULATA (HAZEL ALDER SDLNG BARE ROOT)
EACH
19.000
$12.600
0.000
$
0.00
0.000
$
0.00
10016-3215-14
0100
2010
802-13.59
LINDERA BENZOIN (SPICEBUSH SDLNG BARE ROOT)
EACH
20.000
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
0.000
$
0.00
$12.600
10016-3215-14
0100
2020
803-01
SODDING (NEW SOD)
S.Y.
28,315.000
$3.530
10016-3215-14
10016-3215-14
0100
2030
805-01.01
TURF REINFORCEMENT MAT (CLASS I)
S.Y.
31,991.000
0.000
$
0.00
2,974.010
$
10,022.41
0.000
$
0.00
-506.670
$
-1,707.48
0.000
$
0.00
1,302.370
$
4,571.32
0100
2030
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
S.Y.
$3.370
$ 3.370
0100
2040
805-01.02
TURF REINFORCEMENT MAT (CLASS II)
S.Y.
1,175.000
$3.510
10016-3215-14
0100
2040
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
S.Y.
$ 3.510
0.000
$
0.00
-304.700
$
-1,069.50
0100
2050
805-01.03
TURF REINFORCEMENT MAT (CLASS III)
S.Y.
738.000
0.000
$
0.00
0.000
$
0.00
$3.900
10016-3215-14
10016-3215-14
0100
2070
805-12.02
EROSION CONTROL BLANKET (TYPE II)
S.Y.
352,197.000
$0.850
0.000
$
0.00
419,943.800
$
356,952.23
0100
2070
ADJUSTMENT
TEST REPORT PAYMENT ADJUSTMENT
S.Y.
$ 0.850
0.000
$
0.00
-246.800
$
-209.78
0100
2080
805-12.08
700 GRAM COIR FIBER EROSION BLANKET
S.Y.
4,426.000
0.000
$
0.00
1,729.850
$
4,757.09
0.000
$
0.00
1,813.430
$
4,986.93
$2.750
10016-3216-14
0100
0340
805-12.08
700 GRAM COIR FIBER EROSION BLANKET
S.Y.
720.000
$2.750
Project Number:
10016-3215-14
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
Project Current Amount
Contract Current Amount
$
$
669,510.57
669,510.57
2/2/2015
Estimate Summary to Contractor
file:///C:/Users/JJ04589/AppData/Local/Temp/cpyA0F0.htm
Page 42 of 42
2/2/2015