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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0574 CONSTRUCTORS, INC.
Contract ID:1349
Estimate Number:0021
Pay Period End Date:06.10.2003
Contract Location:
TECUMSEH NORTHEstimate Type:PROG
Contractor:
CONSTRUCTORS, INC.Date Let:12.07.2000
1815 Y STREETDate Awarded:12.14.2000
PO BOX 80268Date Contract Executed:12.21.2000
Date Notice to Proceed:12.21.2000
LINCOLN NE 68501Date Work Began:04.02.2001
Phone:Date Physical Work Completed:
(402)434-1764Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
JOHNSON
OTOE
Project Number PCT Fed State Project Number Description
11349 000  0.000 EACSTPD-50-1(105)  GR CONC PAVE CULV SEED GDRL ELEC
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$3,609,399.22$3,603,571.14$5,828.08
$3,781,357.23Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$3,609,399.22$3,603,571.14$5,828.08
$3,186,698.89Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
95.45%Net Earnings$3,584,399.22$3,578,571.14$5,828.08
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$97.76$97.76$.00
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments$97.76$97.76$.00
Payment$3,584,496.98$3,578,668.90$5,828.08
Project ManagerDiv. Head/Dist. Eng.
Habegger, Michael06.10.2003Sklenar, Michael J06.11.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve06.12.2003
Controller Div. Processed
Burling, Laurie06.12.2003
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L020.00 1.554,493.0006,964.15
EROSION CONTROL m2 9,129.00014,149.95
9,129.00014,149.95
559.210866.78

0002                          L020.03 2.302,590.0005,957.00
EROSION CONTROL, TYPE C m2 2,590.0005,957.00
2,422.7005,572.21
0.0000.00

0003                          L020.10 1.752,160.0003,780.00
EROSION CONTROL, TYPE HV m2 2,160.0003,780.00
2,012.2003,521.35
0.0000.00

0004                          L021.03 20.70126.0002,608.20
EROSION CHECKS, TYPE C BALE135.0002,794.50
135.0002,794.50
0.0000.00

0005                          L021.06 20.7072.0001,490.40
EROSION CHECKS, TYPE HV BALE72.0001,490.40
72.0001,490.40
0.0000.00

0006                          L022.75 15.50129.0001,999.50
TEMPORARY SILT CHECK m 129.0001,999.50
0.0000.00
0.0000.00

0007                          0030.10 4,000.001.0004,000.00
MOBILIZATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0008                          1009.00 7,450.001.0007,450.00
GENERAL CLEARING AND GRUBBING LS 1.0007,450.00
1.0007,450.00
0.0000.00

0009                          1011.00 3.75430.0001,612.50
WATER kL 203.000761.25
0.0000.00
0.0000.00

0010                          1012.00 67.258.000538.00
RIGHT-OF-WAY MARKERS EACH15.0001,008.75
15.0001,008.75
0.0000.00

0011                          1030.00 7.006,014.00042,098.00
EARTHWORK MEASURED IN EMBANKMENT m3 6,014.00042,098.00
6,014.00042,098.00
0.0000.00

0012                          1033.00 1,915.007.48014,324.20
ROADWAY GRADING StaM7.48014,324.20
7.48014,324.20
0.0000.00

0013                          1101.00 2.9511,988.38035,365.72
REMOVE PAVEMENT m2 11,988.38035,365.72
11,976.98635,332.12
0.0000.00

0014                          1102.00 7.6092.000699.20
REMOVE ASPHALT SURFACE m2 123.061935.26
123.061935.26
0.0000.00

0015                          1106.00 7.60180.5001,371.80
REMOVE DRIVEWAY m2 204.4221,553.61
204.4221,553.61
0.0000.00

0016                          1109.00 10.00952.1009,521.00
REMOVE CURB m 952.1009,521.00
944.9309,449.30
0.0000.00

0017                          1122.01 3.501,074.7003,761.45
REMOVE CONCRETE MEDIAN SURFACING m2 1,074.7003,761.45
133.586467.55
0.0000.00

0018                          1122.30 330.001.000330.00
REMOVE ISLAND NOSE EACH2.000660.00
2.000660.00
0.0000.00

0019                          7017.00 8.70885.9407,707.68
REMOVE GUARDRAIL m 891.7407,758.14
891.7407,758.14
0.0000.00

4013                          1030.00 8.400.0000.00
EARTHWORK MEASURED IN EMBANKMENT m3 2,010.00016,884.00
Earthwork Measured in Embankment (Revised Price) 2,010.00016,884.00
0.0000.00

GROUP 1 GRADINGContracted151,578.80
Current176,252.73
In place169,449.34
This Estimate866.78

GROUP 3 CONCRETE PAVEMENT
0020                          0030.30 143,000.001.000143,000.00
MOBILIZATION LS 1.000143,000.00
1.000143,000.00
0.0000.00

0021                          2010.03 19.701,078.00021,236.60
CRUSHED ROCK SURFACE COURSE Mg 1,851.53236,475.18
1,851.53236,475.18
0.0000.00

0022                          2021.00 49.1011.000540.10
MAILBOX POST EACH11.000540.10
11.000540.10
0.0000.00

0023                          3008.05 4.2526,011.000110,546.75
TIE BARS EACH26,011.000110,546.75
25,944.000110,262.00
0.0000.00

0024                          3008.20 14.35802.00011,508.70
CROSS STITCHING EACH802.00011,508.70
500.0007,175.00
0.0000.00

0025                          3020.26 39.20145.1005,687.92
CONCRETE CLASS 47B-25 DRIVEWAY m2 154.4566,054.68
154.4566,054.67
0.0000.00

0026                          3040.11 133.6056.0007,481.60
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH m2 56.0007,481.60
0.0000.00
0.0000.00

0027                          3040.12 85.40210.50017,976.70
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH m2 210.50017,976.70
173.86514,848.08
0.0000.00

0028                          3040.13 77.101,531.300118,063.23
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH m2 3,152.548243,061.45
3,152.548243,061.45
0.0000.00

0029                          3040.18 261.1088.10023,002.91
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH m2 88.10023,002.91
41.35610,798.06
0.0000.00

0030                          3075.31 25.1025,243.000633,599.30
205 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 26,796.078672,581.56
26,796.078672,581.55
0.0000.00

0031                          3075.41 27.9015,590.600434,977.74
230 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 18,114.603505,397.42
18,114.603505,397.42
0.0000.00

0032                          3089.50 4.703,257.00015,307.90
SURFACE PREPARATION m2 3,257.00015,307.90
2,983.17514,020.92
0.0000.00

0033                          3089.67 96.50544.77052,570.31
BONDED CONCRETE OVERLAY m3 550.65353,138.01
550.65353,138.01
0.0000.00

0034                          3089.70 126.2039.3104,960.92
FIBER REINFORCED CONCRETE OVERLAY m3 39.3104,960.92
32.7584,134.06
0.0000.00

0035                          3089.75 7.104,144.00029,422.40
CONCRETE OVERLAY PLACEMENT m2 4,144.00029,422.40
3,793.53026,934.06
0.0000.00

0036                          3091.19 44.85510.00022,873.50
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25 m2 510.00022,873.50
377.88416,948.09
0.0000.00

0037                          3210.10 2.60102,309.000266,003.40
DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT m2 104,076.125270,597.93
104,076.125270,597.94
0.0000.00

0038                          3211.00 3.7036,254.000134,139.80
SEALING TRANSVERSE JOINT m 36,815.000136,215.50
36,815.000136,215.50
0.0000.00

0039                          3211.10 3.40627.0002,131.80
SEALING TRANSVERSE WORKING CRACK m 790.4002,687.36
790.4002,687.36
0.0000.00

0040                          3221.05 94.05332.40031,262.22
CONCRETE PAVEMENT, CLASS PR-25 m2 498.81546,913.55
JOINT REPAIR 498.81546,913.55
0.0000.00

0041                          3275.20 4.709,931.00046,675.70
CRUSH CONCRETE PAVEMENT m2 10,355.52048,670.94
10,355.52048,670.94
0.0000.00

0042                          3300.50 3,000.001.0003,000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING LS 1.0003,000.00
1.0003,000.00
0.0000.00

0043                          7502.04 6.25350.0002,187.50
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 m 350.0002,187.50
335.3502,095.94
0.0000.00

0044                          7503.04 6.503,300.00021,450.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 m 4,818.10031,317.65
4,818.10031,317.65
0.0000.00

0045                          7509.04 20.20210.0004,242.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 m 261.9705,291.79
261.9705,291.79
0.0000.00

0046                          8029.04 6.156,551.00040,288.65
AGGREGATE FOUNDATION COURSE 100 mm m2 6,551.00040,288.65
0.0000.00
0.0000.00

0047                          8029.06 9.7026,121.000253,373.70
AGGREGATE FOUNDATION COURSE 150 mm m2 26,121.000253,373.70
22,835.047221,499.96
0.0000.00

0048                          8032.04 1.907,480.00014,212.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm m2 13,286.64925,244.63
13,286.64925,244.64
0.0000.00

0049                          8032.06 3.306,000.00019,800.00
CRUSHED CONCRETE FOUNDATION COURSE 150 mm m2 9,477.10831,274.46
9,477.10831,274.46
0.0000.00

0050                          8060.05 50.35297.00014,953.95
GRANULAR SUBDRAIN EACH297.00014,953.95
296.00014,903.60
0.0000.00

0051                          9034.00 3.45145.000500.25
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 154.456532.87
154.456532.87
0.0000.00

0052                          9110.01 66.0010.000660.00
RENTAL OF LOADER, FULLY OPERATED HOUR10.000660.00
5.000330.00
0.0000.00

0053                          9110.02 65.0010.000650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR32.3002,099.50
32.3002,099.50
0.0000.00

0054                          9110.03 45.0010.000450.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR25.0001,125.00
25.0001,125.00
0.0000.00

0055                          9110.07 38.0010.000380.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR10.000380.00
0.0000.00
0.0000.00

0056                          9111.00 4.001,653.0006,612.00
WATER kL 1,653.0006,612.00
400.0001,600.00
0.0000.00

0057                          9170.00 136.00341.74846,477.73
EARTH SHOULDER CONSTRUCTION StaM341.74846,477.73
341.74846,477.73
0.0000.00

0058                          9173.20 2.7046,152.000124,610.40
SUBGRADE PREPARATION m2 0.0000.00
0.0000.00
0.0000.00

0059                          9188.50 14.805,378.00079,594.40
SURFACING UNDER GUARDRAIL m2 5,378.00079,594.40
5,128.76075,905.64
0.0030.04

4012                          9173.20 2.380.0000.00
SUBGRADE PREPARATION m2 46,152.000109,841.76
Subgrade Preparation (REVISED) 45,288.565107,786.78
0.0000.00

4014                          3030.99 6.940.0000.00
CRUSHED CONCRETE BASE COURSE Mg 1,576.50010,940.91
Furnishing & Hauling Crushed Concrete 1,576.50010,940.91
0.0000.00

4015                          6990.08 7,000.000.0000.00
SANDBLASTING LS 1.0007,000.00
Additional Work Sandblasting Stripe 1.0007,000.00
1.0007,000.00

6002                          3300.03 -213.940.0000.00
DEDUCTION LS 1.000-213.94
SEE LETTER OF DEDUCTION FROM TERRY MASTERS OF M&RFOR THICKNESS DEFICIENCY - DATED 5/20/02 1.000-213.94
1.000-213.94

6003                          3300.03 -500.000.0000.00
DEDUCTION LS 1.000-500.00
1.000-500.00
1.000-500.00

6005                          3300.60 27.900.0000.00
SMOOTHNESS INCENTIVE - CONCRETE PAVEMENT m2 25.730717.87
230mm CONCRETE PAVEMENT SMOOTHNESS INCENTIVE 1.00027.90
1.00027.90

GROUP 3 CONCRETE PAVEMENTContracted2,766,412.08
Current3,080,615.50
In place2,958,194.37
This Estimate6,314.00

GROUP 4 CULVERTS
0060                          0030.40 5,000.001.0005,000.00
MOBILIZATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0061                          4040.00 120.0017.0002,040.00
REMOVE HEADWALLS FROM CULVERTS EACH18.0002,160.00
16.0001,920.00
0.0000.00

0062                          4044.00 1,300.001.0001,300.00
PREPARATION OF STRUCTURE EACH1.0001,300.00
AT STA. 282+04.04 1.0001,300.00
0.0000.00

0063                          4044.01 1,525.001.0001,525.00
PREPARATION OF STRUCTURE EACH1.0001,525.00
AT STA. 284+41.88 1.0001,525.00
0.0000.00

0064                          4050.01 21.8053.0001,155.40
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 1,401.00030,541.80
98.7002,151.66
0.0000.00

0065                          4051.01 21.8031.000675.80
EXCAVATION FOR BOX CULVERTS m3 125.7152,740.59
125.7152,740.59
0.0000.00

0066                          4101.06 406.7049.59020,168.25
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 49.59020,168.25
49.59020,168.25
0.0000.00

0067                          4107.07 450.301.180531.35
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 1.180531.35
0.0000.00
0.0000.00

0068                          4151.00 1.852,988.0005,527.80
REINFORCING STEEL FOR BOX CULVERT kg 2,988.0005,527.80
2,988.0005,527.80
0.0000.00

0069                          4157.00 1.7535.00061.25
REINFORCING STEEL FOR COLLARS kg 35.00061.25
0.0000.00
0.0000.00

0070                          4205.02 10.00107.0001,070.00
BAR GRATE FOR CONCRETE BOX CULVERT kg 107.0001,070.00
107.0001,070.00
0.0000.00

0071                          4350.42 167.0018.0003,006.00
1050 mm CORRUGATED METAL PIPE m 18.0003,006.00
18.0003,006.00
0.0000.00

0072                          4360.24 214.009.0001,926.00
600 mm METAL FLARED-END SECTION EACH9.0001,926.00
9.0001,926.00
0.0000.00

0073                          4360.30 315.003.000945.00
750 mm METAL FLARED-END SECTION EACH3.000945.00
3.000945.00
0.0000.00

0074                          4360.36 415.001.000415.00
900 mm METAL FLARED-END SECTION EACH1.000415.00
1.000415.00
0.0000.00

0075                          4360.42 641.002.0001,282.00
1050 mm METAL FLARED-END SECTION EACH2.0001,282.00
2.0001,282.00
0.0000.00

0076                          4450.60 610.001.500915.00
1500 mm REINFORCED CONCRETE PIPE m 0.0000.00
0.0000.00
0.0000.00

0077                          4460.60 2,100.001.0002,100.00
1500 mm CONCRETE FLARED-END SECTION EACH0.0000.00
0.0000.00
0.0000.00

4004                          P300.60 330.750.0000.00
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 m 89.60029,635.20
1500 mm Culvert Pipe Type 3,4 or 5 89.60029,635.20
0.0000.00

4005                          4810.62 1,659.000.0000.00
JACKING 1500 mm STEEL CASING PIPE m 24.20040,147.80
Jacking 1500mm Galvanized Steel Casing 24.20040,147.80
0.0000.00

4006                          4050.01 20.000.0000.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERT, AND HEADWALL m3 829.78016,595.60
Excavation for pipe, pipe-arch culv and hdwl 829.78016,595.60
0.0000.00

4007                          4100.06 726.600.0000.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 7.8005,667.48
Class 47B-20 or AX-20 Concrete for Headwalls 7.8005,667.48
0.0000.00

4008                          4163.25 1.780.0000.00
REINFORCING STEEL kg 497.000884.66
Reinforcing Steel for Headwalls 497.000884.66
0.0000.00

4009                          3089.80 152.250.0000.00
FLOWABLE FILL CONCRETE m3 76.00011,571.00
Culvert Flowable Fill 48.9007,445.03
0.0000.00

4010                          0030.02 3,150.000.0000.00
REMOBILIZATION LS 1.0003,150.00
Remobilization for CO#4 1.0003,150.00
0.0000.00

4011                          6104.00 16.800.0000.00
BROKEN CONCRETE RIPRAP Mg 61.0001,024.80
Broken Concrete Riprap 61.0001,024.80
0.0000.00

6001                          4051.12 40.670.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 147.0205,979.30
147.0205,979.30
0.0000.00

GROUP 4 CULVERTSContracted49,643.86
Current192,855.89
In place159,507.17
This Estimate0.00

GROUP 5 SEEDING
0078                          L001.01 1,600.001.0001,600.00
SEEDING, TYPE A ha 1.0001,600.00
0.0000.00
0.0000.00

0079                          L001.02 1,043.0012.75013,298.25
SEEDING, TYPE B ha 17.57218,327.60
17.57218,327.60
0.0000.00

0080                          L032.75 72.4063.7504,615.50
MULCH Mg 87.8606,361.06
87.8606,361.06
0.0000.00

0081                          0030.50 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
0.0000.00

GROUP 5 SEEDINGContracted20,013.75
Current26,788.66
In place25,188.66
This Estimate0.00

GROUP 7 GUARDRAIL
0082                          0030.70 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
1.0002,500.00
0.0000.00

0083                          7001.50 412.0017.0007,004.00
CULVERT MOUNTED GUARDRAIL POST EACH17.0007,004.00
17.0007,004.00
0.0000.00

0084                          7011.20 44.20523.87023,155.05
W-BEAM GUARDRAIL m 523.87023,155.05
523.87023,155.06
0.0000.00

0085                          7015.00 21.201,164.75024,692.70
CABLE GUARDRAIL m 1,164.75024,692.70
1,164.75024,692.70
0.0000.00

0086                          7021.70 1,875.0012.00022,500.00
GUARDRAIL END TREATMENT, SRT-350 EACH12.00022,500.00
12.00022,500.00
0.0000.00

0087                          7023.00 1,350.0018.00024,300.00
TERMINAL ANCHORAGE SECTIONS EACH18.00024,300.00
18.00024,300.00
0.0000.00

GROUP 7 GUARDRAILContracted104,151.75
Current104,151.75
In place104,151.76
This Estimate0.00

GROUP 8B ELECTRICAL
0088                          A001.12 365.001.000365.00
PULL BOX, TYPE PB-5 EACH1.000365.00
1.000365.00
0.0000.00

0089                          A001.16 380.001.000380.00
PULL BOX, TYPE PB-6 EACH1.000380.00
1.000380.00
0.0000.00

0090                          A009.16 1,645.003.0004,935.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 EACH3.0004,935.00
3.0004,935.00
0.0000.00

0091                          A009.17 1,720.002.0003,440.00
STREET LIGHTING UNIT, TYPE SL-BC-12.2-3.7-0.20 EACH2.0003,440.00
2.0003,440.00
0.0000.00

0092                          A070.10 5.30263.0001,393.90
38 mm CONDUIT IN TRENCH m 200.0001,060.00
200.0001,060.00
0.0000.00

0093                          A072.10 11.4084.000957.60
38 mm CONDUIT UNDER ROADWAY m 84.000957.60
27.500313.50
0.0000.00

0094                          A080.22 1.45347.000503.15
STREET LIGHTING CABLE, NO. 6 BARE m 277.500402.38
277.500402.38
0.0000.00

0095                          A080.24 1.55694.0001,075.70
STREET LIGHTING CABLE, NO. 6 USE m 694.0001,075.70
555.000860.25
0.0000.00

0096                          A700.20 450.002.000900.00
RELOCATE STREET LIGHTING UNIT EACH2.000900.00
2.000900.00
0.0000.00

0097                          0030.81 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
1.0001,000.00
0.0000.00

4003                          A074.12 33.600.0000.00
38 mm CONDUIT, JACKED m 50.0001,680.00
38mm Conduit, Jacked 50.0001,680.00
0.0000.00

GROUP 8B ELECTRICALContracted14,950.35
Current16,195.68
In place15,336.13
This Estimate0.00

GROUP 10 GENERAL ITEMS
0098                          0001.08 0.5032,495.00016,247.50
BARRICADE, TYPE II BDAY32,495.00016,247.50
24,072.00012,036.00
0.0000.00

0099                          0001.10 2.102,348.0004,930.80
BARRICADE, TYPE III BDAY9,128.00019,168.80
9,128.00019,168.80
0.0000.00

0100                          0001.30 1.00852.000852.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY1,536.0001,536.00
1,536.0001,536.00
0.0000.00

0101                          0001.90 0.3012,060.0003,618.00
SIGN DAY EACH15,050.0004,515.00
15,050.0004,515.00
0.0000.00

0102                          0003.10 177.00200.00035,400.00
FLAGGING DAY 472.50083,632.50
472.50083,632.50
0.0000.00

0103                          0003.20 260.0050.00013,000.00
FURNISHING AND OPERATING PILOT VEHICLE DAY 153.50039,910.00
153.50039,910.00
0.0000.00

0104                          0010.04 3,700.001.0003,700.00
FIELD OFFICE EACH1.0003,700.00
1.0003,700.00
0.0000.00

0105                          0030.10 2,200.001.0002,200.00
MOBILIZATION LS 1.0002,200.00
1.0002,200.00
0.0000.00

4000                          0002.45 23.620.0000.00
TEMPORARY BROKEN LINES StaM154.0003,637.48
Temporary Broken Line 143.2703,384.04
0.0000.00

4001                          0002.40 23.620.0000.00
TEMPORARY SOLID LINES StaM462.00010,912.44
Temporary Solid Line 374.3508,842.15
0.0000.00

4002                          0002.30 0.520.0000.00
PAVEMENT MARKING REMOVAL m 750.000390.00
Pavement Marking Removal 0.0000.00
0.0000.00

6004                          0096.00 -1,352.700.0000.00
DEDUCTION LS 1.000-1,352.70
1.000-1,352.70
1.000-1,352.70

GROUP 10 GENERAL ITEMSContracted79,948.30
Current184,497.02
In place177,571.79
This Estimate-1,352.70

Totals for contractContracted3,186,698.89
Current3,781,357.22
In place3,609,399.22
This Estimate5,828.08