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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:3606 DOBSON BROTHERS CONSTRUCTION CO. & AFFIL
Contract ID:3032X
Estimate Number:0031
Pay Period End Date:09.03.2003
Contract Location:
SCHUYLER EAST & WESTEstimate Type:PROG
Contractor:
DOBSON BROTHERS CONSTRUCTION CO. & AFFILDate Let:04.18.2002
410 S 7THDate Awarded:04.29.2002
PO BOX 81409Date Contract Executed:05.07.2002
Date Notice to Proceed:05.07.2002
LINCOLN NE 68501Date Work Began:05.28.2002
Phone:Date Physical Work Completed:
(402)474-5115Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
Counties
COLFAX
Project Number PCT Fed State Project Number Description
32032 000  0.000 EACNH-30-6(126)  GR CP CULV BR GDRL ELEC SIGN
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$12,286,570.16$12,028,744.04$257,826.12
$19,320,462.58Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$12,286,570.16$12,028,744.04$257,826.12
$19,184,951.80Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
63.59%Net Earnings$12,261,570.16$12,003,744.04$257,826.12
Liquidated Damages$.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$8,145.55$8,145.55$.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$8,145.55$8,145.55$.00
Payment$12,269,715.71$12,011,889.59$257,826.12
Project ManagerDiv. Head/Dist. Eng.
Anderson, David09.03.2003Boyle, Pat09.04.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve09.04.2003
Controller Div. Processed
Burling, Laurie09.05.2003
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                          L006.00 140.76130.00018,298.80
COVER CROP SEEDING ha 130.00018,298.80
0.0000.00
0.0000.00

0002                          L006.50 306.002.000612.00
TEMPORARY SEEDING ha 2.000612.00
1.380422.28
0.0000.00

0003                          L020.00 1.389,628.00013,286.64
EROSION CONTROL m2 9,628.00013,286.64
0.0000.00
0.0000.00

0004                          L020.01 5.30401.0002,125.30
EROSION CONTROL, TYPE A m2 401.0002,125.30
0.0000.00
0.0000.00

0005                          L020.09 11.533,199.00036,884.47
EROSION CONTROL, TYPE AAA m2 3,199.00036,884.47
0.0000.00
0.0000.00

0006                          L020.10 1.599,745.00015,494.55
EROSION CONTROL, TYPE HV m2 9,745.00015,494.55
0.0000.00
0.0000.00

0007                          L021.06 14.181,737.00024,630.66
EROSION CHECKS, TYPE HV BALE1,737.00024,630.66
0.0000.00
0.0000.00

0008                          L022.00 2.452,420.0005,929.00
FABRIC SILT CHECKS m 2,420.0005,929.00
0.0000.00
0.0000.00

0009                          L022.11 7.75145.0001,123.75
FABRIC SILT FENCE-LOW POROSITY m 145.0001,123.75
0.0000.00
0.0000.00

0010                          L022.12 9.691,060.00010,271.40
FABRIC SILT FENCE-HIGH POROSITY m 1,060.00010,271.40
0.0000.00
0.0000.00

0011                          L022.13 11.73572.0006,709.56
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY m 572.0006,709.56
0.0000.00
0.0000.00

0012                          L022.14 9.69324.0003,139.56
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY m 324.0003,139.56
0.0000.00
0.0000.00

0013                          L022.75 45.9048.0002,203.20
TEMPORARY SILT CHECK m 48.0002,203.20
0.0000.00
0.0000.00

0014                          P300.15 32.6420.000652.80
375 mm CULVERT PIPE, TYPE 3,4, OR 5 m 20.000652.80
18.400600.58
0.0000.00

0015                          P300.18 42.8423.000985.32
450 mm CULVERT PIPE, TYPE 3,4 OR 5 m 23.000985.32
23.000985.32
0.0000.00

0016                          P300.24 56.1020.0001,122.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 m 20.0001,122.00
20.0001,122.00
0.0000.00

0017                          P300.48 132.6014.0001,856.40
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 m 14.0001,856.40
14.0001,856.40
0.0000.00

0018                          P300.72 216.2439.0008,433.36
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 m 39.0008,433.36
39.0008,433.36
0.0000.00

0019                          P400.18 79.56709.50056,447.82
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 709.50056,447.82
681.50054,220.13
0.0000.00

0020                          0030.10 500,000.001.000500,000.00
MOBILIZATION LS 1.000500,000.00
1.000500,000.00
0.0000.00

0021                          1000.00 510.0020.00010,200.00
LARGE TREE REMOVAL EACH20.00010,200.00
17.0008,670.00
0.0000.00

0022                          1009.00 10,200.001.00010,200.00
GENERAL CLEARING AND GRUBBING LS 1.00010,200.00
1.00010,200.00
0.0000.00

0023                          1010.00 1.76131,021.000230,596.96
EXCAVATION m3 131,021.000230,596.96
131,021.000230,596.96
0.0000.00

0024                          1010.01 1.7617,308.00030,462.08
EXCAVATION (ESTABLISHED QUANTITY) m3 17,308.00030,462.08
8,654.00015,231.04
0.0000.00

0025                          1010.10 2.591,692,501.0004,383,577.59
EXCAVATION, BORROW m3 1,692,501.0004,383,577.59
1,669,828.6004,324,856.08
0.0000.00

0026                          1011.00 0.51100,750.00051,382.50
WATER kL 100,750.00051,382.50
24,799.72012,647.86
0.0000.00

0027                          1012.00 66.30127.0008,420.10
RIGHT-OF-WAY MARKERS EACH127.0008,420.10
131.0008,685.30
0.0000.00

0028                          1090.00 1,530.003.0004,590.00
ABANDON WELLS EACH3.0004,590.00
5.0007,650.00
0.0000.00

0029                          1101.00 2.3055,414.000127,452.20
REMOVE PAVEMENT m2 55,414.000127,452.20
40,490.00093,127.00
6,158.00014,163.40

0030                          1102.00 1.9831,796.00062,956.08
REMOVE ASPHALT SURFACE m2 31,796.00062,956.08
19,169.00037,954.62
0.0000.00

0031                          1124.00 2,550.001.0002,550.00
REMOVE BUILDING EACH1.0002,550.00
AT STA. 195+09 LT. 1.0002,550.00
0.0000.00

0032                          1124.01 0.011.0000.01
REMOVE BUILDING EACH1.0000.01
AT STA. 208+94.174 LT. 1.0000.01
0.0000.00

0033                          1124.02 0.011.0000.01
REMOVE BUILDING EACH1.0000.01
AT STA. 208+94.332 LT. 1.0000.01
0.0000.00

0034                          1124.03 0.011.0000.01
REMOVE BUILDING EACH1.0000.01
AT STA. 208+94.494 LT. 1.0000.01
0.0000.00

0035                          1124.04 0.011.0000.01
REMOVE BUILDING EACH1.0000.01
AT STA. 208+94.553 LT. 1.0000.01
0.0000.00

0036                          1124.05 0.011.0000.01
REMOVE BUILDING EACH1.0000.01
AT STA. 209+42 LT. 1.0000.01
0.0000.00

0037                          1125.00 255.001.000255.00
CLEAR TRACT EACH1.000255.00
AT STA. 145+50 TO 146+00 LT. 1.000255.00
0.0000.00

0038                          1125.01 255.001.000255.00
CLEAR TRACT EACH1.000255.00
AT STA. 163+25 TO 163+75 LT. 1.000255.00
0.0000.00

0039                          1125.02 255.001.000255.00
CLEAR TRACT EACH1.000255.00
AT STA. 181+25 TO 182+00 LT. 1.000255.00
0.0000.00

0040                          1125.03 2,040.001.0002,040.00
CLEAR TRACT EACH1.0002,040.00
AT STA. 194+94 TO 195+36 LT. 1.0002,040.00
0.0000.00

0041                          1125.04 2,040.001.0002,040.00
CLEAR TRACT EACH1.0002,040.00
AT STA. 208+75 TO 209+60 LT. 1.0002,040.00
0.0000.00

0042                          1701.24 56.10400.00022,440.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 400.00022,440.00
217.00012,173.70
0.0000.00

0043                          1703.48 132.6032.0004,243.20
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 m 32.0004,243.20
16.0002,121.60
0.0000.00

0044                          4105.59 1,109.7618.60020,641.54
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 18.60020,641.54
18.00019,975.67
0.0000.00

0045                          4155.50 1.79837.0001,498.23
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 837.0001,498.23
810.0001,449.90
0.0000.00

0046                          4310.18 195.8431.0006,071.04
450 mm FLARED-END SECTION EACH31.0006,071.04
30.0005,875.20
0.0000.00

0047                          6040.00 15,300.001.00015,300.00
REMOVE STRUCTURE EACH1.00015,300.00
AT STA. 198+44.756 RT. 0.0000.00
0.0000.00

0048                          6040.01 102.001.000102.00
REMOVE STRUCTURE EACH1.000102.00
AT STA. 11180+70.85 LT. 1.000102.00
0.0000.00

0049                          6040.02 102.001.000102.00
REMOVE STRUCTURE EACH1.000102.00
AT STA. 11184+07.16 LT. 1.000102.00
0.0000.00

0050                          7017.00 6.86328.6002,254.20
REMOVE GUARDRAIL m 328.6002,254.20
0.0000.00
0.0000.00

4009                          L006.50 1,050.000.0000.00
TEMPORARY SEEDING ha 1.3801,449.00
perennial grass seed 1.3801,449.00
0.0000.00

4010                          7005.00 3,357.280.0000.00
ATTACH LS 1.0003,357.28
install 1800mm pipe for detour and remove 1.0003,357.28
0.0000.00

4016                          1010.01 2.590.0000.00
EXCAVATION (ESTABLISHED QUANTITY) m3 1,750.0004,532.50
build and remove shooflies 0.0000.00
0.0000.00

GROUP 1 GRADINGContracted5,710,091.35
Current5,719,430.13
In place5,371,260.33
This Estimate14,163.40

GROUP 1A MSE WALLS
0051                          0030.10 33,864.001.00033,864.00
MOBILIZATION LS 1.00033,864.00
1.00033,864.00
0.0000.00

0052                          4095.00 128.431,081.000138,832.83
CONCRETE FACE PANELS m2 1,081.000138,832.83
1,081.000138,832.83
0.0000.00

0053                          4095.10 35.59231.0008,221.29
CONCRETE LEVELING PADS m 231.0008,221.29
231.0008,221.29
0.0000.00

0054                          4095.20 173.20231.00040,009.20
COPING m 231.00040,009.20
231.00040,009.20
0.0000.00

0055                          4350.21 67.98390.00026,512.20
525 mm CORRUGATED METAL PIPE m 390.00026,512.20
362.10024,615.56
0.0000.00

0056                          8024.75 16.335,445.00088,916.85
SELECT GRANULAR BACKFILL FOR MSE WALL m3 5,445.00088,916.85
8,016.464130,908.87
0.0000.00

GROUP 1A MSE WALLSContracted336,356.37
Current336,356.37
In place376,451.75
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0057                          P402.15 68.15496.50033,836.48
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 m 496.50033,836.48
0.0000.00
0.0000.00

0058                          0030.30 735,000.001.000735,000.00
MOBILIZATION LS 1.000735,000.00
0.500367,500.00
0.0000.00

0059                          1020.03 8.1663.000514.08
DELINEATOR, TYPE III EACH63.000514.08
0.0000.00
0.0000.00

0060                          1020.06 25.50455.00011,602.50
FLEXIBLE POST DELINEATOR EACH455.00011,602.50
0.0000.00
0.0000.00

0061                          2001.00 17.50560.0009,800.00
GRAVEL SURFACE COURSE m3 560.0009,800.00
326.0205,705.36
30.700537.25

0062                          2021.00 51.002.000102.00
MAILBOX POST EACH2.000102.00
0.0000.00
0.0000.00

0063                          3017.40 24.98976.00024,380.48
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 976.00024,380.48
0.0000.00
0.0000.00

0064                          3075.52 28.311,914.00054,185.34
255 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 1,914.00054,185.34
702.00019,873.62
0.0000.00

0065                          3075.56 24.24252,582.0006,122,587.68
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 252,582.0006,122,587.68
80,242.1001,945,068.50
8,036.400194,802.34

0066                          3089.25 30.7010,493.000322,135.10
TEMPORARY SURFACING m2 10,493.000322,135.10
200 mm 9,655.909296,436.40
0.0000.00

0067                          3300.50 10,668.711.00010,668.71
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING LS 1.00010,668.71
0.0000.00
0.0000.00

0068                          3300.65 86.70153.00013,265.10
CONCRETE PAVEMENT THICKNESS CORE EACH153.00013,265.10
29.0002,514.30
0.0000.00

0069                          4024.55 69.71105.7507,371.83
FLUME SPILLWAY m 105.7507,371.83
36.0002,509.56
0.0000.00

0070                          4024.70 1,244.2714.00017,419.78
CONCRETE FLUME, TYPE I EACH14.00017,419.78
4.0004,977.08
0.0000.00

0071                          4024.73 1,680.3320.00033,606.60
CONCRETE FLUME, TYPE IV EACH20.00033,606.60
0.0000.00
0.0000.00

0072                          7550.03 1.2226,200.00031,964.00
100 mm YELLOW EPOXY PAVEMENT MARKING m 26,200.00031,964.00
0.0000.00
0.0000.00

0073                          7550.04 1.2231,700.00038,674.00
100 mm WHITE EPOXY PAVEMENT MARKING m 31,700.00038,674.00
0.0000.00
0.0000.00

0074                          7550.12 3.671,600.0005,872.00
300 mm WHITE EPOXY PAVEMENT MARKING m 1,600.0005,872.00
0.0000.00
0.0000.00

0075                          8051.00 11.8911,765.000139,885.85
SOIL BINDER m3 11,765.000139,885.85
3,879.00046,121.31
1,305.00015,516.45

0076                          8101.40 0.63329,283.000207,448.29
SUBGRADE STABILIZATION m2 329,283.000207,448.29
80,242.10050,552.53
8,036.4005,062.93

0077                          9000.75 18.28500.0009,140.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 500.0009,140.00
SPS 0.0000.00
0.0000.00

0078                          9005.00 30.49100.0003,049.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0003,049.00
SPS 0.0000.00
0.0000.00

0079                          9005.45 65.7780.0005,261.60
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 80.0005,261.60
0.0000.00
0.0000.00

0080                          9009.86 12.2069,861.000852,304.20
SURFACING 150mm m2 69,861.000852,304.20
609.6007,437.12
0.0000.00

0081                          9009.87 27.303,946.000107,725.80
SURFACING 200mm m2 3,946.000107,725.80
0.0000.00
0.0000.00

0082                          9009.88 38.051,682.00064,000.10
SURFACING 250mm m2 1,682.00064,000.10
982.46937,382.95
0.0000.00

0083                          9020.92 192.5027.0005,197.50
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING Mg 27.0005,197.50
0.0000.00
0.0000.00

0084                          9111.00 2.717,421.00020,110.91
WATER kL 7,421.00020,110.91
0.0000.00
0.0000.00

0085                          9170.00 183.60638.515117,231.35
EARTH SHOULDER CONSTRUCTION StaM638.515117,231.35
0.0000.00
0.0000.00

0086                          9173.20 1.23702.000863.46
SUBGRADE PREPARATION m2 702.000863.46
1,311.6001,613.27
0.0000.00

0087                          9185.77 73.95442.35032,711.78
RUMBLE STRIPS, CONCRETE StaM442.35032,711.78
0.0000.00
0.0000.00

0088                          9188.50 14.351,124.00016,129.40
SURFACING UNDER GUARDRAIL m2 1,124.00016,129.40
268.0003,845.80
0.0000.00

4005                          2011.05 24.270.0000.00
CRUSHED ROCK FOR TEMPORARY SURFACING Mg 300.0007,281.00
Crushed Rock 127.4703,093.69
0.0000.00

4006                          9175.55 8.850.0000.00
MILLINGS Mg 220.0001,947.00
Millings for temp surfacing 218.0001,929.30
0.0000.00

4014                          3089.25 30.700.0000.00
TEMPORARY SURFACING m2 -1,582.000-48,567.40
see sht. 2p12,2p14 0.0000.00
0.0000.00

4015                          9009.75 30.700.0000.00
TEMPORARY SURFACING m2 2,916.00089,521.20
temporary surfacing for shooflies 0.0000.00
0.0000.00

4017                          9005.45 56.960.0000.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 540.00030,758.40
asphalt type SP4 for inlay 0.0000.00
0.0000.00

4018                          9179.79 2.000.0000.00
MILLING FOR ASPHALTIC CONCRETE INLAY m2 4,176.0008,352.00
cold milling class 3 for asphalt inlay 0.0000.00
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted9,054,044.92
Current9,143,337.12
In place2,796,560.79
This Estimate215,918.97

GROUP 4 CULVERTS
0089                          P120.24 101.9022.0002,241.80
600 mm CULVERT PIPE, TYPE 2 m 22.0002,241.80
22.0002,241.80
0.0000.00

0090                          P128.24 84.4617.0001,435.82
600 mm CULVERT PIPE, TYPE 2 CLASS IV m 17.0001,435.82
0.0000.00
0.0000.00

0091                          P200.42 236.3345.50010,753.02
1050 mm CULVERT PIPE, TYPE 2 OR 5 m 45.50010,753.02
45.50010,753.02
0.0000.00

0092                          P200.54 316.5184.00026,586.84
1350 mm CULVERT PIPE, TYPE 2 OR 5 m 84.00026,586.84
84.00026,586.84
0.0000.00

0093                          P200.72 411.0657.50023,635.95
1800 mm CULVERT PIPE, TYPE 2 OR 5 m 57.50023,635.95
57.50023,635.95
0.0000.00

0094                          P277.15 62.6318.0001,127.34
375 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 18.0001,127.34
18.0001,127.34
0.0000.00

0095                          P277.24 92.6249.0004,538.38
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 49.0004,538.38
28.0002,593.36
0.0000.00

0096                          P277.42 248.7811.0002,736.58
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 11.0002,736.58
11.0002,736.58
0.0000.00

0097                          P277.48 297.3385.00025,273.05
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 m 85.00025,273.05
37.50011,149.88
0.0000.00

0098                          P400.18 70.2810.000702.80
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 10.000702.80
0.0000.00
0.0000.00

0099                          P400.24 91.80155.00014,229.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 155.00014,229.00
155.00014,229.00
0.0000.00

0100                          P400.30 131.99211.50027,915.89
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 211.50027,915.89
211.50027,915.89
0.0000.00

0101                          P400.36 161.4760.0009,688.20
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 m 60.0009,688.20
60.0009,688.20
0.0000.00

0102                          0030.40 15,300.001.00015,300.00
MOBILIZATION LS 1.00015,300.00
1.00015,300.00
0.0000.00

0103                          1043.50 1.941,344.0002,607.36
RIPRAP FILTER FABRIC m2 1,344.0002,607.36
1,492.0002,894.48
266.000516.04

0104                          4004.50 3.57340.0001,213.80
CAST IRON GRATE AND FRAME kg 340.0001,213.80
0.0000.00
0.0000.00

0105                          4035.00 102.006.000612.00
REMOVE FLARED-END SECTION EACH6.000612.00
0.0000.00
0.0000.00

0106                          4040.00 153.006.000918.00
REMOVE HEADWALLS FROM CULVERTS EACH6.000918.00
4.000612.00
0.0000.00

0107                          4045.00 1,836.001.0001,836.00
REMOVE STRUCTURE EACH1.0001,836.00
AT STA. 124+04.5 1.0001,836.00
1.0001,836.00

0108                          4045.01 4,080.001.0004,080.00
REMOVE STRUCTURE EACH1.0004,080.00
AT STA. 11179+95.845 1.0004,080.00
0.0000.00

0109                          4050.01 4.081,499.3006,117.14
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 1,499.3006,117.14
1,320.0005,385.60
0.0000.00

0110                          4051.01 6.121,205.0007,374.60
EXCAVATION FOR BOX CULVERTS m3 1,205.0007,374.60
1,205.0007,374.60
152.500933.30

0111                          4101.06 265.20844.490223,958.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 844.490223,958.75
844.490223,958.74
38.54810,222.93

0112                          4105.59 1,151.780.9401,082.67
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 0.9401,082.67
0.0000.00
0.0000.00

0113                          4151.00 1.0746,738.00050,009.66
REINFORCING STEEL FOR BOX CULVERT kg 46,738.00050,009.66
47,238.23050,544.91
2,270.4922,429.43

0114                          4155.50 2.0439.00079.56
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 39.00079.56
0.0000.00
0.0000.00

0115                          4310.18 223.691.000223.69
450 mm FLARED-END SECTION EACH1.000223.69
0.0000.00
0.0000.00

0116                          4310.24 261.3212.0003,135.84
600 mm FLARED-END SECTION EACH12.0003,135.84
4.0001,045.28
0.0000.00

0117                          4310.30 400.458.0003,203.60
750 mm FLARED-END SECTION EACH8.0003,203.60
4.0001,601.80
0.0000.00

0118                          4310.36 574.062.0001,148.12
900 mm FLARED-END SECTION EACH2.0001,148.12
0.0000.00
0.0000.00

0119                          4310.42 855.172.0001,710.34
1050 mm FLARED-END SECTION EACH2.0001,710.34
2.0001,710.34
0.0000.00

0120                          4310.54 991.034.0003,964.12
1350 mm FLARED-END SECTION EACH4.0003,964.12
4.0003,964.12
0.0000.00

0121                          4310.72 1,693.512.0003,387.02
1800 mm FLARED-END SECTION EACH2.0003,387.02
2.0003,387.02
0.0000.00

0122                          4320.15 195.532.000391.06
375 mm ROUND EQUIVALENT FLARED-END SECTION EACH2.000391.06
2.000391.06
0.0000.00

0123                          4320.24 257.144.0001,028.56
600 mm ROUND EQUIVALENT FLARED-END SECTION EACH4.0001,028.56
3.000771.42
0.0000.00

0124                          4320.42 925.652.0001,851.30
1050 mm ROUND EQUIVALENT FLARED-END SECTION EACH2.0001,851.30
2.0001,851.30
0.0000.00

0125                          4670.05 130.976.000785.82
CULVERT SANDFILL m3 6.000785.82
6.000785.82
0.0000.00

0126                          4880.24 461.6517.0007,848.05
JACKING 600 mm CULVERT PIPE, TYPE 2 CLASS IV m 17.0007,848.05
17.0007,848.05
0.0000.00

0127                          6105.01 31.011,296.00040,188.96
ROCK RIPRAP, TYPE A Mg 1,296.00040,188.96
1,441.00044,685.41
257.0007,969.57

4001                          4051.12 26.520.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT m3 1,000.00026,520.00
In accordance with Subsection 702.05 Para. 6a-b-c of the 1997 Stand. Spec.(Metric) and Supplemental Specs. 364.4759,665.88
22.945608.50

4002                          4320.48 1,083.600.0000.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION EACH4.0004,334.40
Plan error. 2.0002,167.20
0.0000.00

4003                          4976.05 7,875.000.0000.00
ADDITIONAL WORK LS 1.0007,875.00
Install Control Joints @ Sta.11179+95.845 and Sta.4000+34 1.0007,875.00
0.0000.00

4008                          6990.07 3,638.460.0000.00
REINSTALL LS 1.0003,638.46
rebar,concrete debris,rubble encountered @1st bore location 1.0003,638.46
0.0000.00

GROUP 4 CULVERTSContracted534,920.69
Current577,288.55
In place536,032.35
This Estimate24,515.77

GROUP 6A BRIDGE AT STA. 11179+36.129
0146                          0030.60 45,900.001.00045,900.00
MOBILIZATION LS 1.00045,900.00
1.00045,900.00
0.0000.00

0147                          3050.15 191.76169.10032,426.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 169.10032,426.62
168.10032,234.86
0.0000.00

0148                          3051.10 1.2810,765.00013,779.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 10,765.00013,779.20
10,765.00013,779.20
0.0000.00

0149                          6000.10 4,080.001.0004,080.00
ABUTMENT NO.1 EXCAVATION LS 1.0004,080.00
1.0004,080.00
0.0000.00

0150                          6000.11 4,080.001.0004,080.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,080.00
1.0004,080.00
0.0000.00

0151                          6000.20 10,200.001.00010,200.00
PIER NO.1 EXCAVATION LS 1.00010,200.00
1.00010,200.00
0.0000.00

0152                          6005.35 122.4034.4004,210.56
PRECOMPRESSED POLYURETHANE FOAM JOINT m 34.4004,210.56
34.4004,210.56
0.0000.00

0153                          6010.22 392.70165.80065,109.66
CLASS 47B-20 CONCRETE FOR BRIDGE m3 165.80065,109.66
165.80065,109.66
0.0000.00

0154                          6010.28 392.70212.70083,527.29
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 212.70083,527.29
211.69783,133.42
0.0000.00

0155                          6011.11 96,900.001.00096,900.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00096,900.00
AT STA. 11179+36.129 1.00096,900.00
0.0000.00

0156                          6080.00 2.04835.0001,703.40
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 835.0001,703.40
835.0001,703.40
0.0000.00

0157                          6095.00 382.508.0003,060.00
STEEL DIAPHRAGM EACH8.0003,060.00
8.0003,060.00
0.0000.00

0158                          6131.50 1.2834,490.00044,147.20
EPOXY COATED REINFORCING STEEL kg 34,490.00044,147.20
34,490.00044,147.20
0.0000.00

0159                          6139.50 22.4470.0001,570.80
SUBSURFACE DRAINAGE MATTING m2 70.0001,570.80
70.0001,570.80
0.0000.00

0160                          6200.00 90.78182.00016,521.96
CONCRETE PILING m 182.00016,521.96
182.00016,521.96
0.0000.00

0161                          6210.50 85.68743.80063,728.78
PIPE PILING m 743.80063,728.78
743.80063,728.79
0.0000.00

0162                          6601.15 63.6575.8004,824.67
38 mm CONDUIT IN BRIDGE m 75.8004,824.67
75.8004,824.67
0.0000.00

0163                          8091.00 28.56216.0006,168.96
GRANULAR BACKFILL m3 216.0006,168.96
216.0006,168.96
0.0000.00

GROUP 6A BRIDGE AT STA. 11179+36.129Contracted501,939.10
Current501,939.10
In place501,353.48
This Estimate0.00

GROUP 6C BRIDGE AT STA. 15008+74.274
0182                          0030.60 45,900.001.00045,900.00
MOBILIZATION LS 1.00045,900.00
1.00045,900.00
0.0000.00

0183                          3050.15 191.76169.10032,426.62
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 169.10032,426.62
168.10032,234.86
0.0000.00

0184                          3051.10 1.2810,775.00013,792.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 10,775.00013,792.00
10,775.00013,792.00
0.0000.00

0185                          6000.10 3,570.001.0003,570.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,570.00
1.0003,570.00
0.0000.00

0186                          6000.11 3,570.001.0003,570.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,570.00
1.0003,570.00
0.0000.00

0187                          6000.20 9,180.001.0009,180.00
PIER NO.1 EXCAVATION LS 1.0009,180.00
1.0009,180.00
0.0000.00

0188                          6005.35 124.4434.5004,293.18
PRECOMPRESSED POLYURETHANE FOAM JOINT m 34.5004,293.18
34.5004,293.18
0.0000.00

0189                          6010.22 392.70167.90065,934.33
CLASS 47B-20 CONCRETE FOR BRIDGE m3 167.90065,934.33
167.90065,934.33
0.0000.00

0190                          6010.28 392.70214.00084,037.80
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 214.00084,037.80
208.94382,051.92
0.0000.00

0191                          6011.11 102,816.001.000102,816.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000102,816.00
AT STA. 15008+74.274 1.000102,816.00
0.0000.00

0192                          6080.00 2.04835.0001,703.40
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 835.0001,703.40
835.0001,703.40
0.0000.00

0193                          6095.00 382.508.0003,060.00
STEEL DIAPHRAGM EACH8.0003,060.00
8.0003,060.00
0.0000.00

0194                          6131.50 1.2833,540.00042,931.20
EPOXY COATED REINFORCING STEEL kg 33,540.00042,931.20
33,540.00042,931.21
0.0000.00

0195                          6139.50 22.4471.0001,593.24
SUBSURFACE DRAINAGE MATTING m2 71.0001,593.24
71.0001,593.24
0.0000.00

0196                          6200.00 90.78182.00016,521.96
CONCRETE PILING m 182.00016,521.96
182.00016,521.96
0.0000.00

0197                          6210.50 85.68743.80063,728.78
PIPE PILING m 743.80063,728.78
740.88063,478.60
0.0000.00

0198                          6601.15 58.9638.0002,240.48
38 mm CONDUIT IN BRIDGE m 38.0002,240.48
38.0002,240.48
0.0000.00

0199                          8091.00 28.56216.0006,168.96
GRANULAR BACKFILL m3 216.0006,168.96
216.0006,168.96
0.0000.00

4007                          6210.59 54.470.0000.00
PILE CUT-OFF m 3.000163.41
See subsection 703.05 paragraph 2 of 97 specs 0.0000.00
0.0000.00

4011                          3300.03 -1,562.200.0000.00
DEDUCTION LS 1.000-1,562.20
pier diaphram deduction low cylinder strength 1.000-1,562.20
0.0000.00

4019                          3300.03 -914.120.0000.00
DEDUCTION LS 1.000-914.12
Bridge rail deduction, low cylinder strength 1.000-914.12
0.0000.00

4021                          6210.59 51.410.0000.00
PILE CUT-OFF m 2.920150.12
Correcting error for item# 4007 2.920150.12
0.0000.00

GROUP 6C BRIDGE AT STA. 15008+74.274Contracted503,467.95
Current501,305.16
In place498,713.94
This Estimate0.00

GROUP 6D BRIDGE AT STA. 191+58
0200                          0030.60 45,900.001.00045,900.00
MOBILIZATION LS 1.00045,900.00
1.00045,900.00
0.0000.00

0201                          1010.01 3.472,580.0008,952.60
EXCAVATION (ESTABLISHED QUANTITY) m3 2,580.0008,952.60
2,580.0008,952.60
0.0000.00

0202                          1043.50 2.5565.000165.75
RIPRAP FILTER FABRIC m2 65.000165.75
235.000599.25
0.0000.00

0203                          3050.15 191.76230.30044,162.33
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 230.30044,162.33
230.30044,162.33
0.0000.00

0204                          3051.10 1.2817,230.00022,054.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 17,230.00022,054.40
17,230.00022,054.40
0.0000.00

0205                          6000.10 3,570.001.0003,570.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,570.00
1.0003,570.00
0.0000.00

0206                          6000.11 3,570.001.0003,570.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,570.00
1.0003,570.00
0.0000.00

0207                          6001.50 8,160.001.0008,160.00
BENT NO.1 EXCAVATION LS 1.0008,160.00
1.0008,160.00
0.0000.00

0208                          6001.51 8,160.001.0008,160.00
BENT NO.2 EXCAVATION LS 1.0008,160.00
1.0008,160.00
0.0000.00

0209                          6005.35 122.4062.9007,698.96
PRECOMPRESSED POLYURETHANE FOAM JOINT m 62.9007,698.96
62.9007,698.96
0.0000.00

0210                          6005.60 36.72270.0009,914.40
ELASTOMERIC BEARING EACH270.0009,914.40
270.0009,914.40
0.0000.00

0211                          6010.22 362.10358.000129,631.80
CLASS 47B-20 CONCRETE FOR BRIDGE m3 358.000129,631.80
358.000129,631.80
0.0000.00

0212                          6010.26 362.10347.600125,865.96
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 347.600125,865.96
347.600125,865.97
0.0000.00

0213                          6011.11 278,460.001.000278,460.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000278,460.00
AT STA. 191+58 1.000278,460.00
0.0000.00

0214                          6080.00 2.30240.000552.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 240.000552.00
240.000552.00
0.0000.00

0215                          6105.02 33.66225.0007,573.50
ROCK RIPRAP, TYPE B Mg 225.0007,573.50
242.7998,172.61
0.0000.00

0216                          6131.50 1.2864,890.00083,059.20
EPOXY COATED REINFORCING STEEL kg 64,890.00083,059.20
67,840.00086,835.20
0.0000.00

0217                          6139.50 22.44105.0002,356.20
SUBSURFACE DRAINAGE MATTING m2 105.0002,356.20
105.0002,356.20
0.0000.00

0218                          6200.00 90.781,481.600134,499.65
CONCRETE PILING m 1,481.600134,499.65
1,469.821133,430.35
0.0000.00

0219                          6310.00 95.88625.40059,963.35
STEEL SHEET PILING m2 625.40059,963.35
625.40059,963.35
0.0000.00

0220                          8091.00 28.56176.4005,037.98
GRANULAR BACKFILL m3 176.4005,037.98
176.4005,037.98
0.0000.00

4000                          6210.59 54.470.0000.00
PAY CUT-OFF m 25.0001,361.75
In accordance with Subsection 703.05 Paragraph 2 of the 1997Metric Specifications. 11.779641.60
0.0000.00

GROUP 6D BRIDGE AT STA. 191+58Contracted989,308.08
Current990,669.83
In place993,689.00
This Estimate0.00

GROUP 6E BRIDGE AT STA. 197+78
0221                          0030.60 45,900.001.00045,900.00
MOBILIZATION LS 1.00045,900.00
1.00045,900.00
0.0000.00

0222                          1010.01 3.472,010.0006,974.70
EXCAVATION (ESTABLISHED QUANTITY) m3 2,010.0006,974.70
2,010.0006,974.70
0.0000.00

0223                          1043.50 2.5564.000163.20
RIPRAP FILTER FABRIC m2 64.000163.20
1,255.1603,200.66
0.0000.00

0224                          3050.15 191.76239.90046,003.22
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 239.90046,003.22
239.90046,003.23
0.0000.00

0225                          3051.10 1.2814,800.00018,944.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 14,800.00018,944.00
14,800.00018,944.00
0.0000.00

0226                          6000.10 4,080.001.0004,080.00
ABUTMENT NO.1 EXCAVATION LS 1.0004,080.00
1.0004,080.00
0.0000.00

0227                          6000.11 4,080.001.0004,080.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,080.00
1.0004,080.00
0.0000.00

0228                          6001.50 8,160.001.0008,160.00
BENT NO.1 EXCAVATION LS 1.0008,160.00
1.0008,160.00
0.0000.00

0229                          6001.51 8,160.001.0008,160.00
BENT NO.2 EXCAVATION LS 1.0008,160.00
1.0008,160.00
0.0000.00

0230                          6005.35 122.4048.2005,899.68
PRECOMPRESSED POLYURETHANE FOAM JOINT m 48.2005,899.68
48.2005,899.68
0.0000.00

0231                          6005.60 36.72270.0009,914.40
ELASTOMERIC BEARING EACH270.0009,914.40
270.0009,914.40
0.0000.00

0232                          6010.22 362.10386.800140,060.28
CLASS 47B-20 CONCRETE FOR BRIDGE m3 386.800140,060.28
386.800140,060.27
0.0000.00

0233                          6010.26 362.10300.500108,811.05
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 300.500108,811.05
300.500108,811.05
0.0000.00

0234                          6011.11 254,490.001.000254,490.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000254,490.00
AT STA. 197+78 1.000254,490.00
0.0000.00

0235                          6040.00 15,300.001.00015,300.00
REMOVE STRUCTURE EACH1.00015,300.00
AT STA. 197+79.124 LT. 1.00015,300.00
0.0000.00

0236                          6080.00 2.30470.0001,081.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 470.0001,081.00
470.0001,081.00
0.0000.00

0237                          6104.00 15.71130.0002,042.30
BROKEN CONCRETE RIPRAP Mg 130.0002,042.30
137.5502,160.91
0.0000.00

0238                          6105.02 33.661,145.00038,540.70
ROCK RIPRAP, TYPE B Mg 1,145.00038,540.70
1,146.81838,601.89
0.0000.00

0239                          6131.50 1.2859,520.00076,185.60
EPOXY COATED REINFORCING STEEL kg 59,520.00076,185.60
59,520.00076,185.60
0.0000.00

0240                          6139.50 22.4482.0001,840.08
SUBSURFACE DRAINAGE MATTING m2 82.0001,840.08
82.0001,840.08
0.0000.00

0241                          6200.00 90.78476.80043,283.90
CONCRETE PILING m 476.80043,283.90
474.84543,106.43
0.0000.00

0242                          6210.50 85.68780.80066,898.94
PIPE PILING m 780.80066,898.94
780.80066,898.94
0.0000.00

0243                          6310.00 95.88508.80048,783.74
STEEL SHEET PILING m2 508.80048,783.74
508.80048,783.74
0.0000.00

0244                          8091.00 28.56205.0005,854.80
GRANULAR BACKFILL m3 205.0005,854.80
205.0005,854.80
0.0000.00

4004                          6210.59 54.470.0000.00
PILE CUT-OFF m 20.0001,089.40
See 703.05 Para.2 "97" M.Spec 1.955106.49
0.0000.00

4020                          3300.03 -690.660.0000.00
DEDUCTION LS 1.000-690.66
Bridge Rail deduction, low cylinder strength 1.000-690.66
0.0000.00

GROUP 6E BRIDGE AT STA. 197+78Contracted961,451.61
Current961,850.35
In place963,907.21
This Estimate0.00

GROUP 7 GUARDRAIL
0245                          0030.70 2,601.001.0002,601.00
MOBILIZATION LS 1.0002,601.00
0.0000.00
0.0000.00

0246                          3013.02 240.82120.08028,917.67
CONCRETE BARRIER CURB SPECIAL m 120.08028,917.67
0.0000.00
0.0000.00

0247                          7011.20 37.52636.27023,872.85
W-BEAM GUARDRAIL m 636.27023,872.85
163.8306,146.90
0.0000.00

0248                          7011.30 62.37121.9207,604.15
THRIE-BEAM GUARDRAIL m 121.9207,604.15
0.0000.00
0.0000.00

0249                          7020.00 986.6818.00017,760.24
BRIDGE APPROACH SECTIONS EACH18.00017,760.24
4.0003,946.72
0.0000.00

0250                          7022.50 4,277.884.00017,111.52
BULLNOSE-3.8 m EACH4.00017,111.52
0.0000.00
0.0000.00

0251                          7024.25 1,556.5218.00028,017.36
GUARDRAIL END TREATMENT, TYPE I EACH18.00028,017.36
4.0006,226.08
0.0000.00

4012                          7024.25 1,556.200.0000.00
GUARDRAIL END TREATMENT, TYPE I EACH-2.000-3,112.40
0.0000.00
0.0000.00

4013                          7020.00 986.680.0000.00
BRIDGE APPROACH SECTION EACH-2.000-1,973.36
eliminate bridge approach section , not needed 0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted125,884.79
Current120,799.03
In place16,319.70
This Estimate0.00

GROUP 8B ELECTRICAL
0252                          A001.01 306.007.0002,142.00
PULL BOX, TYPE PB-1 EACH7.0002,142.00
0.0000.00
0.0000.00

0253                          A001.12 408.0017.0006,936.00
PULL BOX, TYPE PB-5 EACH17.0006,936.00
0.0000.00
0.0000.00

0254                          A006.98 306.004.0001,224.00
VEHICLE DETECTOR, TYPE A PREFORMED EACH4.0001,224.00
0.0000.00
0.0000.00

0255                          A007.00 357.008.0002,856.00
VEHICLE DETECTOR, TYPE B PREFORMED EACH8.0002,856.00
0.0000.00
0.0000.00

0256                          A009.14 1,530.0061.00093,330.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 EACH61.00093,330.00
34.00052,020.00
0.0000.00

0257                          A010.60 612.004.0002,448.00
UNDERDECK LUMINAIRE, TYPE UD-100 EACH4.0002,448.00
0.0000.00
0.0000.00

0258                          A020.30 1,217.887.0008,525.16
LIGHTING CONTROL CENTER, TYPE R EACH7.0008,525.16
0.0000.00
0.0000.00

0259                          A070.10 5.613,278.00018,389.58
38 mm CONDUIT IN TRENCH m 3,278.00018,389.58
0.0000.00
0.0000.00

0260                          A070.14 8.16416.0003,394.56
50 mm CONDUIT IN TRENCH m 416.0003,394.56
0.0000.00
0.0000.00

0261                          A072.10 7.65527.0004,031.55
38 mm CONDUIT UNDER ROADWAY m 527.0004,031.55
249.5001,908.68
0.0000.00

0262                          A072.18 10.2079.000805.80
75 mm CONDUIT UNDER ROADWAY m 79.000805.80
0.0000.00
0.0000.00

0263                          A080.10 2.55816.0002,080.80
STREET LIGHTING CABLE, NO. 2 USE m 816.0002,080.80
0.0000.00
0.0000.00

0264                          A080.15 2.04761.0001,552.44
STREET LIGHTING CABLE, NO. 4 USE m 761.0001,552.44
0.0000.00
0.0000.00

0265                          A080.22 1.534,290.0006,563.70
STREET LIGHTING CABLE, NO. 6 BARE m 4,290.0006,563.70
0.0000.00
0.0000.00

0266                          A080.24 1.637,003.00011,414.89
STREET LIGHTING CABLE, NO. 6 USE m 7,003.00011,414.89
0.0000.00
0.0000.00

0267                          0030.81 4,282.981.0004,282.98
MOBILIZATION LS 1.0004,282.98
0.0000.00
0.0000.00

GROUP 8B ELECTRICALContracted169,977.46
Current169,977.46
In place53,928.68
This Estimate0.00

GROUP 8C SIGNING
0268                          0030.82 3,516.961.0003,516.96
MOBILIZATION LS 1.0003,516.96
0.0000.00
0.0000.00

0269                          7322.01 214.20103.76222,225.82
TYPE B SIGN m2 103.76222,225.82
0.0000.00
0.0000.00

0270                          7340.00 3.065,080.60015,546.64
STRUCTURAL STEEL FOR SIGN SUPPORTS kg 5,080.60015,546.64
0.0000.00
0.0000.00

0271                          7360.24 612.0058.00035,496.00
600 mm SIGN SUPPORT FOOTING EACH58.00035,496.00
0.0000.00
0.0000.00

0272                          7360.30 714.004.0002,856.00
750 mm SIGN SUPPORT FOOTING EACH4.0002,856.00
0.0000.00
0.0000.00

GROUP 8C SIGNINGContracted79,641.42
Current79,641.42
In place0.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0273                          0001.08 0.5039,250.00019,625.00
BARRICADE, TYPE II BDAY39,250.00019,625.00
50,475.00025,237.50
3,094.0001,547.00

0274                          0001.10 1.2832,878.00042,083.84
BARRICADE, TYPE III BDAY32,878.00042,083.84
16,420.00021,017.60
1,036.0001,326.08

0275                          0001.30 0.5110,078.0005,139.78
TYPE B HIGH INTENSITY WARNING LIGHT LDAY10,078.0005,139.78
254.000129.54
0.0000.00

0276                          0001.75 2.55900.0002,295.00
TEMPORARY SIGN DAY EACH900.0002,295.00
0.0000.00
0.0000.00

0277                          0001.90 0.1599,320.00014,898.00
SIGN DAY EACH99,320.00014,898.00
42,918.0006,437.70
1,890.000283.50

0278                          0002.30 1.022,000.0002,040.00
PAVEMENT MARKING REMOVAL m 2,000.0002,040.00
652.000665.04
0.0000.00

0279                          0002.38 1.682,000.0003,360.00
TEMPORARY PAVEMENT MARKING, TYPE I m 2,000.0003,360.00
28,217.90047,406.07
0.0000.00

0280                          0002.97 5.10800.0004,080.00
FLASHING ARROW PANEL DAY 800.0004,080.00
395.0002,014.50
14.00071.40

0281                          0003.10 154.87100.00015,487.00
FLAGGING DAY 100.00015,487.00
20.0003,097.40
0.0000.00

0282                          0003.35 765.005.0003,825.00
MOBILE TRAFFIC CONTROL OPERATION DAY 5.0003,825.00
0.0000.00
0.0000.00

0283                          0010.04 2,853.951.0002,853.95
FIELD OFFICE EACH1.0002,853.95
1.0002,853.95
0.0000.00

0284                          0020.00 0.802,000.0001,600.00
TRAINING HOUR2,000.0001,600.00
349.500279.60
0.0000.00

0285                          0030.00 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0286                          1017.00 76,500.001.00076,500.00
CONSTRUCTION STAKING AND SURVEYING LS 1.00076,500.00
0.67051,255.00
0.0000.00

0287                          9110.01 56.4370.0003,950.10
RENTAL OF LOADER, FULLY OPERATED HOUR70.0003,950.10
8.000451.44
0.0000.00

0288                          9110.02 57.5710.000575.70
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR10.000575.70
3.000172.71
0.0000.00

0289                          9110.03 51.0070.0003,570.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR70.0003,570.00
49.0002,499.00
0.0000.00

0290                          9110.06 57.5760.0003,454.20
RENTAL OF BACKHOE, FULLY OPERATED HOUR60.0003,454.20
84.0004,835.88
0.0000.00

0291                          9110.07 36.1570.0002,530.50
RENTAL OF SKID LOADER, FULLY OPERATED HOUR70.0002,530.50
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted217,868.07
Current217,868.07
In place178,352.93
This Estimate3,227.98

Totals for contractContracted19,184,951.80
Current19,320,462.58
In place12,286,570.16
This Estimate257,826.12