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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0083 WERNER CONSTRUCTION, INC.
Contract ID:4729X
Estimate Number:0024
Pay Period End Date:07.23.2003
Contract Location:
GRAND ISLAND SOUTH (SOUTHBOUND)Estimate Type:FINL
Contractor:
WERNER CONSTRUCTION, INC.Date Let:10.25.2001
129 E 2ND STDate Awarded:11.01.2001
PO BOX 1087Date Contract Executed:11.09.2001
Date Notice to Proceed:11.09.2001
HASTINGS NE 68902-1087Date Work Began:04.01.2002
Phone:Date Physical Work Completed:
(402)463-4545Date Accepted:12.18.2002
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
HALL
Project Number PCT Fed State Project Number Description
41729 000  0.000 EACNH-BH-34-4(120)  GRAD CULV SEED BR GDRL ELEC BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$4,224,706.03$4,224,706.03$.00
$4,323,300.64Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$4,224,706.03$4,224,706.03$.00
$4,253,248.93Retainage$.00$-25,000.00$25,000.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
97.72%Net Earnings$4,224,706.03$4,199,706.03$25,000.00
Liquidated Damages$.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$.00
Fuel Adj$-28.75$-28.75$.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-$28.75-$28.75$.00
Payment$4,224,677.28$4,199,677.28$25,000.00
Project ManagerDiv. Head/Dist. Eng.
Woodgate, Gerald07.31.2003Heermann, Dennis08.05.2003
Constr. Estimate Eng.Materials Eng.
Davis, Carl08.14.2003Hall, David08.14.2003
Controller Div. Processed
Harring, Joyce08.29.2003
Detailed breakdown of stockpiled materials
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01859005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Initial Payment9,805.321580
RC1 Rock--1" Rock
Total for estimate 0002:9,805.32
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0128A009.57 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
S.P. Initial Payment141,375.00047530874
street light poles
0129A009.81 STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
S.P. Initial Payment8,424.00047530874
50' Light poles
0130A012.05 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
S.P. Initial Payment2,917.00047530874
Traffic Signal Pole
0131A012.98 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
S.P. Initial Payment8,912.00047530874
Traffic signal poles
Total for estimate 0008:161,628.00
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0130A012.05 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,
S.P. Adjustment-2,917.00047530874
Traffic Signal Pole
0131A012.98 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
S.P. Adjustment-4,456.00047530874
Traffic signal poles
Total for estimate 0009:-7,373.00
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0128A009.57 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
S.P. Adjustment-30,450.00047530874
street light poles
0131A012.98 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPE
S.P. Adjustment-4,456.00047530874
Traffic signal poles
Total for estimate 0010:-34,906.00
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0128A009.57 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
S.P. Adjustment-51,475.00047530874
street light poles
Total for estimate 0011:-51,475.00
Est Nbr:0012
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0128A009.57 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
S.P. Adjustment-42,775.00047530874
street light poles
Total for estimate 0012:-42,775.00
Est Nbr:0013
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0128A009.57 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25
S.P. Adjustment-16,675.00047530874
street light poles
0129A009.81 STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
S.P. Adjustment-5,265.00047530874
50' Light poles
Total for estimate 0013:-21,940.00
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
01859005.23 ASPHALTIC CONCRETE, TYPE SPS
S.P. Adjustment-9,805.321580
RC1 Rock--1" Rock
Total for estimate 0016:-9,805.32
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
0129A009.81 STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25
S.P. Closure-3,159.00047530874
50' Light poles
Total for estimate 0017:-3,159.00
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                          L022.11 6.50131.000851.50
FABRIC SILT FENCE-LOW POROSITY m 131.000851.50
89.570582.21
0.0000.00

0002                          0030.10 6,500.001.0006,500.00
MOBILIZATION LS 1.0006,500.00
1.0006,500.00
0.0000.00

0003                          1009.00 2,000.001.0002,000.00
GENERAL CLEARING AND GRUBBING LS 1.0002,000.00
1.0002,000.00
0.0000.00

0004                          1011.00 0.10778.00077.80
WATER kL 784.00078.40
0.0000.00
0.0000.00

0005                          1020.01 10.00100.0001,000.00
DELINEATOR, TYPE I EACH100.0001,000.00
110.0001,100.00
0.0000.00

0006                          1021.10 3.75100.000375.00
REMOVE DELINEATOR UNITS EACH100.000375.00
98.000367.50
0.0000.00

0007                          1030.00 11.9810,364.000124,160.72
EARTHWORK MEASURED IN EMBANKMENT m3 10,456.000125,262.88
10,456.000125,262.88
0.0000.00

0008                          1101.00 5.101,975.00010,072.50
REMOVE PAVEMENT m2 1,975.00010,072.50
1,405.5517,168.31
0.0000.00

0009                          1101.25 8.20390.0003,198.00
SAWING PAVEMENT m 390.0003,198.00
409.5203,358.06
0.0000.00

0010                          1102.00 4.203,664.00015,388.80
REMOVE ASPHALT SURFACE m2 3,984.00016,732.80
4,307.56318,091.78
0.0000.00

0011                          1122.01 6.05576.0003,484.80
REMOVE CONCRETE MEDIAN SURFACING m2 576.0003,484.80
642.8663,889.34
0.0000.00

0012                          4900.24 500.001.000500.00
AREA INLET SEDIMENT FILTER EACH1.000500.00
1.000500.00
0.0000.00

0013                          7017.50 8.50457.2003,886.20
REMOVE & SALVAGE GUARDRAIL m 457.2003,886.20
869.5107,390.84
0.0000.00

0238                          4061.01 23.960.0000.00
EXCAVATION OF UNSUITABLE MATERIAL m3 139.6693,346.47
Overex of unsuitable material 139.6693,346.47
0.0000.00

GROUP 1 GRADINGContracted171,495.32
Current177,288.55
In place179,557.39
This Estimate0.00

GROUP 4 CULVERTS
0014                          0030.40 3,000.001.0003,000.00
MOBILIZATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0015                          1119.00 500.001.000500.00
REMOVE INLET EACH1.000500.00
1.000500.00
0.0000.00

0016                          4035.00 100.001.000100.00
REMOVE FLARED-END SECTION EACH1.000100.00
1.000100.00
0.0000.00

0017                          4050.01 30.0014.000420.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 14.000420.00
14.000420.00
0.0000.00

0018                          4105.59 2,000.000.5001,000.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 0.5001,000.00
0.5001,000.00
0.0000.00

0019                          4130.06 2,800.000.100280.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.100280.00
0.100280.00
0.0000.00

0020                          4155.50 4.4022.00096.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 22.00096.80
22.00096.80
0.0000.00

0021                          4450.18 142.0010.0001,420.00
450 mm REINFORCED CONCRETE PIPE m 10.0001,420.00
10.0001,420.00
0.0000.00

0022                          4451.18 200.0012.0002,400.00
450 mm REINFORCED CONCRETE PIPE CLASS IV m 12.0002,400.00
12.0002,400.00
0.0000.00

0023                          4460.18 485.001.000485.00
450 mm CONCRETE FLARED-END SECTION EACH1.000485.00
1.000485.00
0.0000.00

0024                          4830.18 1,000.0012.00012,000.00
JACKING 450 mm REINFORCED CONCRETE PIPE CLASS IV m 12.00012,000.00
12.00012,000.00
0.0000.00

0237                          1705.24 186.8670.0000.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2,3,4OR 5 m 7.3151,366.93
Install 600mm Arch Driveway Pipe Extension. 7.3151,366.93
0.0000.00

GROUP 4 CULVERTSContracted21,701.80
Current23,068.73
In place23,068.73
This Estimate0.00

GROUP 5 SEEDING
0025                          L001.02 1,151.007.2008,287.20
SEEDING, TYPE B ha 7.2008,287.20
7.2008,287.20
0.0000.00

0026                          L032.75 85.0036.0003,060.00
MULCH Mg 36.0003,060.00
33.0202,806.70
0.0000.00

0027                          0030.50 75.001.00075.00
MOBILIZATION LS 1.00075.00
1.00075.00
0.0000.00

GROUP 5 SEEDINGContracted11,422.20
Current11,422.20
In place11,168.90
This Estimate0.00

GROUP 6 BRIDGE AT STA. 258+07.29 LT.
0028                          0030.60 75,000.001.00075,000.00
MOBILIZATION LS 1.00075,000.00
1.00075,000.00
0.0000.00

0029                          3050.15 240.00136.70032,808.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 136.70032,808.00
136.70032,808.00
0.0000.00

0030                          3051.10 1.608,865.00014,184.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 8,865.00014,184.00
8,865.00014,184.00
0.0000.00

0031                          6000.10 1,500.001.0001,500.00
ABUTMENT NO.1 EXCAVATION LS 1.0001,500.00
1.0001,500.00
0.0000.00

0032                          6000.11 1,500.001.0001,500.00
ABUTMENT NO.2 EXCAVATION LS 1.0001,500.00
1.0001,500.00
0.0000.00

0033                          6000.60 9,000.001.0009,000.00
PIER NO.1 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0034                          6001.50 9,000.001.0009,000.00
BENT NO.1 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0035                          6001.51 9,000.001.0009,000.00
BENT NO.2 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0036                          6001.52 9,000.001.0009,000.00
BENT NO.3 EXCAVATION LS 1.0009,000.00
1.0009,000.00
0.0000.00

0037                          6005.35 180.0028.3705,106.60
PRECOMPRESSED POLYURETHANE FOAM JOINT m 28.3705,106.60
28.3705,106.60
0.0000.00

0038                          6005.60 200.0050.00010,000.00
ELASTOMERIC BEARING EACH50.00010,000.00
50.00010,000.00
0.0000.00

0039                          6010.22 480.00109.40052,512.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 109.40052,512.00
109.40052,512.00
0.0000.00

0040                          6010.26 330.00333.400110,022.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 333.400110,022.00
333.400110,022.00
0.0000.00

0041                          6011.11 270,000.001.000270,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000270,000.00
AT STA. 258+07.29 1.000270,000.00
0.0000.00

0042                          6030.00 40,000.001.00040,000.00
PREPARATION OF BRIDGE EACH1.00040,000.00
AT STA. 258+07.29 LT. 1.00040,000.00
0.0000.00

0043                          6080.00 7.00440.0003,080.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 440.0003,080.00
440.0003,080.00
0.0000.00

0044                          6104.00 25.00638.00015,950.00
BROKEN CONCRETE RIPRAP Mg 638.00015,950.00
638.00015,950.00
0.0000.00

0045                          6105.02 36.00658.00023,688.00
ROCK RIPRAP, TYPE B Mg 658.00023,688.00
210.7027,585.27
0.0000.00

0046                          6131.50 1.7737,650.00066,640.50
EPOXY COATED REINFORCING STEEL kg 37,650.00066,640.50
37,650.00066,640.50
0.0000.00

0047                          6139.50 38.0035.0001,330.00
SUBSURFACE DRAINAGE MATTING m2 35.0001,330.00
43.8621,666.76
0.0000.00

0048                          6200.00 95.00307.90029,250.50
CONCRETE PILING m 307.90029,250.50
301.33228,626.54
0.0000.00

0049                          6510.55 2,600.001.0002,600.00
TEMPORARY BRIDGE SHORING LS 1.0002,600.00
1.0002,600.00
0.0000.00

0050                          6601.15 36.10109.6003,956.56
38 mm CONDUIT IN BRIDGE m 109.6003,956.56
109.6003,956.56
0.0000.00

0051                          6617.50 2,000.001.0002,000.00
PIER REPAIR EACH1.0002,000.00
1.0002,000.00
0.0000.00

0052                          6617.60 2,000.003.0006,000.00
BENT REPAIR EACH3.0006,000.00
3.0006,000.00
0.0000.00

0053                          8091.00 18.00355.0006,390.00
GRANULAR BACKFILL m3 355.0006,390.00
355.0006,390.00
0.0000.00

4003                          6210.59 57.000.0000.00
PILE CUT-OFF m 6.568374.38
6.568374.38
0.0000.00

4004                          6960.02 24,197.970.0000.00
ADDITIONAL WORK LS 1.00024,197.97
Additional Pier and Bent work 1.00024,197.97
0.0000.00

GROUP 6 BRIDGE AT STA. 258+07.29 LT.Contracted809,518.16
Current834,090.51
In place817,700.58
This Estimate0.00

GROUP 6A BRIDGE AT STA. 258+12.40 RT.
0054                          0030.60 3,450.001.0003,450.00
MOBILIZATION LS 1.0003,450.00
1.0003,450.00
0.0000.00

0055                          6004.50 206.5026.7005,513.55
EXPANSION JOINT m 26.7005,513.55
26.7005,513.55
0.0000.00

0056                          6010.28 584.0066.30038,719.20
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 66.30038,719.20
70.10040,938.40
0.0000.00

0057                          6020.00 1.433,945.0005,641.35
REINFORCING STEEL FOR BRIDGE kg 3,945.0005,641.35
3,945.0005,641.36
0.0000.00

0058                          6030.00 17,250.001.00017,250.00
PREPARATION OF BRIDGE EACH1.00017,250.00
AT STA. 258+12.40 RT. 1.00017,250.00
0.0000.00

0059                          6601.15 49.0084.8004,155.20
38 mm CONDUIT IN BRIDGE m 84.8004,155.20
84.8004,155.20
0.0000.00

GROUP 6A BRIDGE AT STA. 258+12.40 RT.Contracted74,729.30
Current74,729.30
In place76,948.51
This Estimate0.00

GROUP 6B BRIDGE AT STA. 261+92.70 RT.
0060                          0030.60 4,100.001.0004,100.00
MOBILIZATION LS 1.0004,100.00
1.0004,100.00
0.0000.00

0061                          6004.50 206.5029.7006,133.05
EXPANSION JOINT m 29.7006,133.05
29.7006,133.05
0.0000.00

0062                          6010.28 579.0079.00045,741.00
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 79.00045,741.00
83.35048,259.65
0.0000.00

0063                          6020.00 1.434,656.0006,658.08
REINFORCING STEEL FOR BRIDGE kg 4,656.0006,658.08
4,656.0006,658.08
0.0000.00

0064                          6030.00 21,500.001.00021,500.00
PREPARATION OF BRIDGE EACH1.00021,500.00
AT STA. 261+92.70 RT. 1.00021,500.00
0.0000.00

GROUP 6B BRIDGE AT STA. 261+92.70 RT.Contracted84,132.13
Current84,132.13
In place86,650.78
This Estimate0.00

GROUP 6C BRIDGE AT STA. 312+50.6 LT.
0065                          0030.60 12,000.001.00012,000.00
MOBILIZATION LS 1.00012,000.00
1.00012,000.00
0.0000.00

0066                          1043.50 6.0062.000372.00
RIPRAP FILTER FABRIC m2 62.000372.00
31.320187.92
0.0000.00

0067                          3050.15 293.00150.90044,213.70
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 150.90044,213.70
152.65044,726.45
0.0000.00

0068                          3051.10 1.639,040.00014,735.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 9,040.00014,735.20
9,040.00014,735.21
0.0000.00

0069                          6000.10 2,300.001.0002,300.00
ABUTMENT NO.1 EXCAVATION LS 1.0002,300.00
1.0002,300.00
0.0000.00

0070                          6000.11 2,300.001.0002,300.00
ABUTMENT NO.2 EXCAVATION LS 1.0002,300.00
1.0002,300.00
0.0000.00

0071                          6005.35 206.5032.3906,688.54
PRECOMPRESSED POLYURETHANE FOAM JOINT m 32.3906,688.54
32.3906,688.54
0.0000.00

0072                          6007.01 46.00370.00017,020.00
CLASS I REPAIR m2 370.00017,020.00
610.38628,077.75
0.0000.00

0073                          6007.02 99.0074.0007,326.00
CLASS II REPAIR m2 74.0007,326.00
55.8675,530.84
0.0000.00

0074                          6007.03 197.504.000790.00
CLASS III REPAIR m2 4.000790.00
0.0000.00
0.0000.00

0075                          6008.40 31.00463.00014,353.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF m2 463.00014,353.00
465.18414,420.71
0.0000.00

0076                          6010.22 579.0028.90016,733.10
CLASS 47B-20 CONCRETE FOR BRIDGE m3 28.90016,733.10
28.90016,733.11
0.0000.00

0077                          6010.26 502.0054.10027,158.20
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 54.10027,158.20
54.10027,158.20
0.0000.00

0078                          6016.02 457.0031.20014,258.40
CONCRETE FOR OVERLAYS-SF m3 31.20014,258.40
38.57817,630.15
0.0000.00

0079                          6030.00 32,000.001.00032,000.00
PREPARATION OF BRIDGE EACH1.00032,000.00
AT STA. 312+50.60 LT. 1.00032,000.00
0.0000.00

0080                          6104.00 43.0024.0001,032.00
BROKEN CONCRETE RIPRAP Mg 24.0001,032.00
19.764849.86
0.0000.00

0081                          6105.02 57.505.000287.50
ROCK RIPRAP, TYPE B Mg 5.000287.50
0.0000.00
0.0000.00

0082                          6131.50 1.6610,030.00016,649.80
EPOXY COATED REINFORCING STEEL kg 10,030.00016,649.80
10,030.00016,649.80
0.0000.00

0083                          6200.00 113.00213.40024,114.20
CONCRETE PILING m 213.40024,114.20
213.40024,114.20
0.0000.00

0084                          6510.55 5,250.001.0005,250.00
TEMPORARY BRIDGE SHORING LS 1.0005,250.00
0.0000.00
0.0000.00

0085                          6601.15 42.0056.3002,364.60
38 mm CONDUIT IN BRIDGE m 56.3002,364.60
56.3002,364.60
0.0000.00

0086                          8091.00 26.0045.0001,170.00
GRANULAR BACKFILL m3 45.0001,170.00
45.0001,170.00
0.0000.00

4000                          0030.01 1,050.000.0000.00
ADDITIONAL MOBILIZATION LS 1.0001,050.00
1.0001,050.00
0.0000.00

4001                          6960.02 2,828.650.0000.00
ADDITIONAL WORK LS 1.0002,828.65
Additional work chipping & removing bridge deck, for silica 1.0002,828.65
0.0000.00

GROUP 6C BRIDGE AT STA. 312+50.6 LT.Contracted263,116.24
Current266,994.89
In place273,515.99
This Estimate0.00

GROUP 6D BRIDGE AT STA. 312+50.60 RT.
0087                          0030.60 2,150.001.0002,150.00
MOBILIZATION LS 1.0002,150.00
1.0002,150.00
0.0000.00

0088                          6010.28 646.0011.8007,622.80
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 11.8007,622.80
11.8007,622.80
0.0000.00

0089                          6020.00 1.43687.000982.41
REINFORCING STEEL FOR BRIDGE kg 687.000982.41
687.000982.41
0.0000.00

0090                          6030.00 11,000.001.00011,000.00
PREPARATION OF BRIDGE EACH1.00011,000.00
AT STA. 312+50.60 RT. 1.00011,000.00
0.0000.00

0091                          6601.15 69.5031.2002,168.40
38 mm CONDUIT IN BRIDGE m 31.2002,168.40
31.2002,168.40
0.0000.00

GROUP 6D BRIDGE AT STA. 312+50.60 RT.Contracted23,923.61
Current23,923.61
In place23,923.61
This Estimate0.00

GROUP 6E BRIDGE AT STA. 317+55.80 LT.
0092                          0030.60 2,150.001.0002,150.00
MOBILIZATION LS 1.0002,150.00
1.0002,150.00
0.0000.00

0093                          6007.01 39.00398.10015,525.90
CLASS I REPAIR m2 398.10015,525.90
358.33213,974.95
0.0000.00

0094                          6007.02 99.00137.00013,563.00
CLASS II REPAIR m2 137.00013,563.00
126.00612,474.59
0.0000.00

0095                          6007.03 197.505.000987.50
CLASS III REPAIR m2 5.000987.50
0.0000.00
0.0000.00

0096                          6008.40 31.00398.10012,341.10
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF m2 398.10012,341.10
301.5029,346.56
0.0000.00

0097                          6010.25 637.0012.8608,191.82
CONCRETE CLASS 47BD-35 FOR BRIDGES m3 12.8608,191.82
24.71015,740.27
0.0000.00

0098                          6016.02 457.0037.80017,274.60
CONCRETE FOR OVERLAYS-SF m3 37.80017,274.60
24.27211,092.30
0.0000.00

0099                          6020.00 1.43810.0001,158.30
REINFORCING STEEL FOR BRIDGE kg 810.0001,158.30
3,863.9685,525.48
0.0000.00

0100                          6030.00 10,000.001.00010,000.00
PREPARATION OF BRIDGE EACH1.00010,000.00
AT STA. 317+55.80 LT. 1.00010,000.00
0.0000.00

0101                          6601.15 106.0017.0001,802.00
38 mm CONDUIT IN BRIDGE m 17.0001,802.00
17.0001,802.00
0.0000.00

GROUP 6E BRIDGE AT STA. 317+55.80 LT.Contracted82,994.22
Current82,994.22
In place82,106.15
This Estimate0.00

GROUP 6F BRIDGE AT STA. 317+59.20 RT.
0102                          0030.60 2,150.001.0002,150.00
MOBILIZATION LS 1.0002,150.00
1.0002,150.00
0.0000.00

0103                          6010.28 637.0012.8608,191.82
CLASS 47BD-35 CONCRETE FOR BRIDGE m3 12.8608,191.82
12.8608,191.82
0.0000.00

0104                          6020.00 1.43810.0001,158.30
REINFORCING STEEL FOR BRIDGE kg 810.0001,158.30
810.0001,158.30
0.0000.00

0105                          6030.00 10,000.001.00010,000.00
PREPARATION OF BRIDGE EACH1.00010,000.00
AT STA. 317+59.20 RT. 1.00010,000.00
0.0000.00

0106                          6601.15 106.0017.0001,802.00
38 mm CONDUIT IN BRIDGE m 17.0001,802.00
17.0001,802.00
0.0000.00

GROUP 6F BRIDGE AT STA. 317+59.20 RT.Contracted23,302.12
Current23,302.12
In place23,302.12
This Estimate0.00

GROUP 7 GUARDRAIL
0107                          0030.70 1,500.001.0001,500.00
MOBILIZATION LS 1.0001,500.00
1.0001,500.00
0.0000.00

0108                          7011.20 14.00129.5401,813.56
W-BEAM GUARDRAIL m 129.5401,813.56
129.5401,813.56
0.0000.00

0109                          7011.30 20.0059.0501,181.00
THRIE-BEAM GUARDRAIL m 59.0501,181.00
59.0551,181.10
0.0000.00

0110                          7020.00 1,100.008.0008,800.00
BRIDGE APPROACH SECTIONS EACH8.0008,800.00
8.0008,800.00
0.0000.00

0111                          7020.60 1,100.006.0006,600.00
SPECIAL BRIDGE APPROACH SECTION EACH6.0006,600.00
6.0006,600.00
0.0000.00

0112                          7022.00 350.006.0002,100.00
END ANCHORAGE ASSEMBLY EACH6.0002,100.00
6.0002,100.00
0.0000.00

0113                          7022.50 4,500.006.00027,000.00
BULLNOSE-3.8 m EACH6.00027,000.00
6.00027,000.00
0.0000.00

0114                          7024.27 1,600.008.00012,800.00
GUARDRAIL END TREATMENT, TYPE II EACH8.00012,800.00
8.00012,800.00
0.0000.00

GROUP 7 GUARDRAILContracted61,794.56
Current61,794.56
In place61,794.66
This Estimate0.00

GROUP 8B ELECTRICAL
0115                          A001.01 450.0012.0005,400.00
PULL BOX, TYPE PB-1 EACH12.0005,400.00
11.0004,950.00
0.0000.00

0116                          A001.02 400.001.000400.00
PULL BOX, TYPE PB-1A EACH1.000400.00
1.000400.00
0.0000.00

0117                          A001.06 625.002.0001,250.00
PULL BOX, TYPE PB-2A EACH4.0002,500.00
4.0002,500.00
0.0000.00

0118                          A003.10 650.005.0003,250.00
TRAFFIC SIGNAL, TYPE TS-1 EACH4.0002,600.00
4.0002,600.00
0.0000.00

0119                          A003.20 650.001.000650.00
TRAFFIC SIGNAL, TYPE TS-1A EACH1.000650.00
1.000650.00
0.0000.00

0120                          A004.04 900.004.0003,600.00
TRAFFIC SIGNAL, TYPE TS-1LL EACH4.0003,600.00
4.0003,600.00
0.0000.00

0121                          A004.28 900.002.0001,800.00
TRAFFIC SIGNAL, TYPE TS-1RR EACH3.0002,700.00
3.0002,700.00
0.0000.00

0122                          A004.40 650.002.0001,300.00
TRAFFIC SIGNAL, TYPE TS-2 EACH2.0001,300.00
2.0001,300.00
0.0000.00

0123                          A006.75 700.002.0001,400.00
PEDESTAL POLE, TYPE PP-3048 EACH2.0001,400.00
2.0001,400.00
0.0000.00

0124                          A006.86 900.001.000900.00
PEDESTAL POLE, TYPE PP-3660 EACH1.000900.00
1.000900.00
0.0000.00

0125                          A006.98 275.0012.0003,300.00
VEHICLE DETECTOR, TYPE A PREFORMED EACH12.0003,300.00
12.0003,300.00
0.0000.00

0126                          A007.00 300.0012.0003,600.00
VEHICLE DETECTOR, TYPE B PREFORMED EACH12.0003,600.00
12.0003,600.00
0.0000.00

0127                          A007.08 450.002.000900.00
VEHICLE DETECTOR, TYPE TD-3 EACH4.0001,800.00
4.0001,800.00
0.0000.00

0128                          A009.57 1,275.00195.000248,625.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-3.7-0.25 EACH195.000248,625.00
195.000248,625.00
0.0000.00

0129                          A009.81 1,545.008.00012,360.00
STREET LIGHTING UNIT, TYPE SL-BT-15.2-3.7-0.25 EACH8.00012,360.00
7.00010,815.00
0.0000.00

0130                          A012.05 4,500.001.0004,500.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 EACH1.0004,500.00
1.0004,500.00
0.0000.00

0131                          A012.98 6,800.001.0006,800.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, TYPECMP-21.5-3.7 EACH2.00013,600.00
2.00013,600.00
0.0000.00

0132                          A016.90 4,800.001.0004,800.00
MAST ARM SIGNAL POLE, TYPE MP-21.5 EACH0.0000.00
0.0000.00
0.0000.00

0133                          A020.17 1,000.002.0002,000.00
LIGHTING CONTROL CENTER, TYPE P EACH2.0002,000.00
2.0002,000.00
0.0000.00

0134                          A020.30 1,250.0010.00012,500.00
LIGHTING CONTROL CENTER, TYPE R EACH10.00012,500.00
10.00012,500.00
0.0000.00

0135                          A070.10 4.0013,901.00055,604.00
38 mm CONDUIT IN TRENCH m 13,901.00055,604.00
14,168.20056,672.80
0.0000.00

0136                          A070.14 5.001,212.0006,060.00
50 mm CONDUIT IN TRENCH m 1,268.0006,340.00
1,334.5006,672.50
0.0000.00

0137                          A070.18 6.0034.000204.00
75 mm CONDUIT IN TRENCH m 31.000186.00
29.600177.60
0.0000.00

0138                          A072.10 8.0028.000224.00
38 mm CONDUIT UNDER ROADWAY m 28.000224.00
28.000224.00
0.0000.00

0139                          A074.12 35.00516.00018,060.00
38 mm CONDUIT, JACKED m 516.00018,060.00
446.00015,610.00
0.0000.00

0140                          A074.14 40.0065.0002,600.00
50 mm CONDUIT, JACKED m 97.0003,880.00
109.2004,368.00
0.0000.00

0141                          A074.18 45.0042.0001,890.00
75 mm CONDUIT, JACKED m 44.0001,980.00
45.1002,029.50
0.0000.00

0142                          A077.13 1.601,002.0001,603.20
3/C #14 AWG TRAFFIC SIGNAL CABLE m 1,004.0001,606.40
1,060.2001,696.32
0.0000.00

0143                          A077.15 1.7046.00078.20
5/C #14 AWG TRAFFIC SIGNAL CABLE m 46.00078.20
51.90088.23
0.0000.00

0144                          A077.22 5.00260.0001,300.00
12/C #14 AWG TRAFFIC SIGNAL CABLE m 259.0001,295.00
261.8001,309.00
0.0000.00

0145                          A079.01 1.501,875.0002,812.50
2/C #14 AWG DETECTOR LEAD-IN CABLE m 1,847.0002,770.50
1,853.4002,780.10
0.0000.00

0146                          A079.50 0.75999.000749.25
GROUNDING CONDUCTOR m 999.000749.25
1,000.800750.60
0.0000.00

0147                          A079.55 3.0017.00051.00
SERVICE CABLE m 17.00051.00
28.00084.00
0.0000.00

0148                          A080.10 2.001,056.0002,112.00
STREET LIGHTING CABLE, NO. 2 USE m 1,056.0002,112.00
1,076.0002,152.00
0.0000.00

0149                          A080.16 1.40294.000411.60
STREET LIGHTING CABLE, NO. 4 USE ALUMINUM m 458.000641.20
0.0000.00
0.0000.00

0150                          A080.22 1.4014,777.00020,687.80
STREET LIGHTING CABLE, NO. 6 BARE m 14,777.00020,687.80
14,765.20020,671.28
0.0000.00

0151                          A080.24 1.5028,498.00042,747.00
STREET LIGHTING CABLE, NO. 6 USE m 28,498.00042,747.00
28,454.40042,681.60
0.0000.00

0152                          A500.20 2,200.001.0002,200.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 EACH1.0002,200.00
1.0002,200.00
0.0000.00

0153                          A610.00 1,500.001.0001,500.00
REMOVE TRAFFIC SIGNAL EACH1.0001,500.00
AT US-34 & US-281 1.0001,500.00
0.0000.00

0154                          A610.10 25.002.00050.00
REMOVE TRAFFIC SIGNAL HEAD EACH2.00050.00
2.00050.00
0.0000.00

0155                          A700.20 350.002.000700.00
RELOCATE STREET LIGHTING UNIT EACH2.000700.00
2.000700.00
0.0000.00

0156                          0003.75 6,000.001.0006,000.00
TEMPORARY TRAFFIC SIGNAL EACH1.0006,000.00
AT US-34 & US-281 1.0006,000.00
0.0000.00

0157                          0030.81 4,309.001.0004,309.00
MOBILIZATION LS 1.0004,309.00
1.0004,309.00
0.0000.00

0236                          A006.75 680.2320.0000.00
PEDESTAL POLE, TYPE PP-3048 EACH4.0002,720.93
Plan Revision #1 to relocate Early Warning Beacons. 4.0002,720.93
0.0000.00

4002                          A700.20 1,556.240.0000.00
RELOCATE STREET LIGHTING UNIT EACH1.0001,556.24
Move existing light pole at Wildwood Drive 1.0001,556.24
0.0000.00

4005                          A401.02 1,342.040.0000.00
CONVERT LIGHTING UNIT EACH1.0001,342.04
Convert Camera pole to Street Lighting unit 1.0001,342.04
0.0000.00

4006                          A001.16 557.720.0000.00
PULL BOX, TYPE PB-6 EACH2.0001,115.44
Additional pull boxes required on project 2.0001,115.44
0.0000.00

4007                          A610.24 468.500.0000.00
REMOVE TEMPORARY LIGHTING UNIT EACH2.000937.00
Remove lighting units and Transport to Lincoln 2.000937.00
0.0000.00

4009                          A110.02 1,338.720.0000.00
REPAIR LS 1.0001,338.72
Bridge at Sta. 258+07.29 1.0001,338.72
0.0000.00

4010                          1905.00 1,053.000.0000.00
MATERIAL DELIVERED NOT INCORPORATED LS 1.0001,053.00
Pole Size 15.2-3.7-0.40 1.0001,053.00
0.0000.00

GROUP 8B ELECTRICALContracted491,288.55
Current507,569.72
In place504,529.90
This Estimate0.00

GROUP 9 BITUMINOUS
0158                          0002.55 23.00165.1203,797.76
OVERLAY BROKEN LINES StaM165.1203,797.76
155.2703,571.22
0.0000.00

0159                          0002.60 26.00330.2408,586.24
OVERLAY SOLID LINES StaM330.2408,586.24
888.67023,105.42
0.0000.00

0160                          0030.30 135,000.001.000135,000.00
MOBILIZATION LS 1.000135,000.00
1.000135,000.00
0.0000.00

0161                          1102.50 2.952,178.0006,425.10
REMOVE ASPHALT SURFACING FROM PAVEMENT m2 2,498.0007,369.10
1,478.9134,362.80
0.0000.00

0162                          2001.00 9.0045.000405.00
GRAVEL SURFACE COURSE m3 45.000405.00
0.0000.00
0.0000.00

0163                          2020.50 42.00616.00025,872.00
SURFACING m2 616.00025,872.00
200mm 777.26832,645.26
0.0000.00

0164                          2021.00 50.004.000200.00
MAILBOX POST EACH4.000200.00
3.000150.00
0.0000.00

0165                          3008.05 8.001,408.00011,264.00
TIE BARS EACH1,408.00011,264.00
1,910.00015,280.00
0.0000.00

0166                          3017.40 39.5035.0001,382.50
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 35.0001,382.50
94.1563,719.16
0.0000.00

0167                          3031.80 125.00122.00015,250.00
205 mm CONCRETE BASE COURSE CLASS PR-25 m2 122.00015,250.00
0.0000.00
0.0000.00

0168                          3032.18 46.652,457.000114,619.05
205 mm CONCRETE BASE COURSE, CLASS 47B-HE-25 m2 2,457.000114,619.05
3,996.112186,418.62
0.0000.00

0169                          3040.11 141.00115.90016,341.90
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH m2 115.90016,341.90
212.71029,992.11
0.0000.00

0170                          3040.12 125.00786.20098,275.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH m2 786.20098,275.00
691.02686,378.26
0.0000.00

0171                          3040.13 110.001,547.500170,225.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH m2 1,547.500170,225.00
1,971.138216,825.18
0.0000.00

0172                          3040.18 190.006.5001,235.00
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH m2 6.5001,235.00
0.0000.00
0.0000.00

0173                          3041.25 750.0047.00035,250.00
BITUMINOUS PATCHING Mg 47.00035,250.00
0.0000.00
0.0000.00

0174                          3075.31 43.453,579.000155,507.55
205 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 3,579.000155,507.55
0.0000.00
0.0000.00

0175                          3091.18 48.20859.00041,403.80
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25 m2 859.00041,403.80
3,286.572158,412.77
0.0000.00

0176                          3221.05 116.00267.30031,006.80
CONCRETE PAVEMENT, CLASS PR-25 m2 267.30031,006.80
JOINT REPAIR 257.66429,889.02
0.0000.00

0177                          3222.06 85.00176.00014,960.00
205 mm CONCRETE PAVEMENT, CLASS PR-25 m2 176.00014,960.00
0.0000.00
0.0000.00

0178                          7490.03 1.249,500.00011,780.00
100 mm YELLOW THERMOPLASTIC m 9,500.00011,780.00
8,022.4439,947.83
0.0000.00

0179                          7490.04 1.2411,500.00014,260.00
100 mm WHITE THERMOPLASTIC m 11,500.00014,260.00
16,429.88620,373.06
0.0000.00

0180                          8029.10 2.107,193.00015,105.30
AGGREGATE FOUNDATION COURSE-D 100 mm m2 0.0000.00
0.0000.00
0.0000.00

0181                          8051.00 21.00328.0006,888.00
SOIL BINDER m3 52.5601,103.76
36.540767.34
0.0000.00

0182                          8101.40 2.958,539.00025,190.05
SUBGRADE STABILIZATION m2 1,370.0724,041.71
109.483322.97
0.0000.00

0183                          9000.75 14.40300.0004,320.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 300.0004,320.00
SPS 80.4501,158.48
0.0000.00

0184                          9005.00 30.76100.0003,076.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 100.0003,076.00
SP4(12.5) 100.3103,085.53
0.0000.00

0185                          9005.23 14.406,840.00098,496.00
ASPHALTIC CONCRETE, TYPE SPS Mg 6,670.00096,048.00
6,017.45086,651.28
0.0000.00

0186                          9005.45 22.7619,790.000450,420.40
ASPHALTIC CONCRETE, TYPE SP4(12.5) Mg 19,950.000454,062.00
18,097.580411,900.93
0.0000.00

0187                          9009.00 2.50948.0002,370.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 948.0002,370.00
1,958.0004,895.00
0.0000.00

0188                          9020.91 174.0016.2002,818.80
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING Mg 16.2002,818.80
2.711471.71
0.0000.00

0189                          9021.01 174.00369.36064,268.64
PERFORMANCE GRADED BINDER (64-22) Mg 360.18062,671.32
219.70538,228.67
0.0000.00

0190                          9021.06 260.001,074.060279,255.60
PERFORMANCE GRADED BINDER (70-34) Mg 1,082.700281,502.00
835.893217,332.18
0.0000.00

0191                          9034.00 2.50948.0002,370.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 948.0002,370.00
1,958.0004,895.00
0.0000.00

0192                          9053.00 0.2682,830.00021,535.80
TACK COAT L 82,830.00021,535.80
80,338.72620,888.07
0.0000.00

0193                          9111.00 2.00610.0001,220.00
WATER kL 610.0001,220.00
0.0000.00
0.0000.00

0194                          9170.00 230.00169.47138,978.33
EARTH SHOULDER CONSTRUCTION StaM169.47138,978.33
155.27035,712.10
0.0000.00

0195                          9179.80 1,550.004.0006,200.00
MILLING CONCRETE FOR INLAYS EACH4.0006,200.00
8.00012,400.00
0.0000.00

0196                          9185.76 50.00172.0008,600.00
RUMBLE STRIPS, ASPHALT StaM172.0008,600.00
135.5506,777.50
0.0000.00

0197                          9186.01 2,950.002.3887,044.60
CONCRETE SURFACE MILLING StaM2.3887,044.60
2.6917,938.45
0.0000.00

0198                          9188.50 25.00589.00014,725.00
SURFACING UNDER GUARDRAIL m2 589.00014,725.00
670.01216,750.30
0.0000.00

0199                          9300.50 2,500.001.0002,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0002,500.00
1.0002,500.00
0.0000.00

0233                          3040.11 129.300.0000.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH m2 8.5251,102.28
91.7% of pay item 8.5251,102.28
0.0000.00

0234                          3040.12 114.630.0000.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH m2 93.45810,713.09
91.7% of contract item 93.45810,713.09
0.0000.00

0235                          3040.13 100.870.0000.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH m2 107.96010,889.93
91.7% of contract price. 107.96010,889.93
0.0000.00

4008                          9173.20 1.250.0000.00
SUBGRADE PREPARATION m2 7,753.9289,692.41
Changed from Subgrade Stabilization to Subgrade prep 7,753.9289,692.41
0.0000.00

4011                          3031.80 50.000.0000.00
205 mm CONCRETE BASE COURSE CLASS PR-25 m2 60.9533,047.65
40 % pay for PR concrete not getting 80% strength 60.9533,047.65
0.0000.00

4012                          3040.13 44.000.0000.00
CONCRETE PAVEMENT PATCHING, TYPE C FULL DEPTH m2 21.090927.96
40 % pay for PR Concrete not getting 80% strength 21.090927.96
0.0000.00

4013                          7490.12 4.7250.0000.00
300 mm WHITE THERMOPLASTIC m 313.0001,478.93
313.0001,478.93
0.0000.00

4014                          9300.60 0.560.0000.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE Mg 6,815.9583,816.94
Smoothness Incentive for SP 4 @ 102.46% 6,815.9583,816.94
0.0000.00

4015                          9300.77 6.3960.0000.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER Mg 313.5342,005.36
Smoothness incentive at 102.46 % 313.5342,005.36
0.0000.00

4016                          9300.56 0.7590.0000.00
SUPERPAVE QUALITY INCENTIVE Mg 18,097.58013,736.06
Incentive pay for Type 4 Asphalt Air Voids 18,097.58013,736.06
0.0000.00

GROUP 9 BITUMINOUSContracted1,968,429.22
Current1,986,588.63
In place1,886,156.83
This Estimate0.00

GROUP 10 GENERAL ITEMS
0200                          0001.08 0.5020,260.00010,130.00
BARRICADE, TYPE II BDAY20,260.00010,130.00
44,697.00022,348.50
0.0000.00

0201                          0001.10 2.502,155.0005,387.50
BARRICADE, TYPE III BDAY2,155.0005,387.50
7,257.00018,142.50
0.0000.00

0202                          0001.30 2.501,220.0003,050.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY1,220.0003,050.00
2,193.0005,482.50
0.0000.00

0203                          0001.75 7.50450.0003,375.00
TEMPORARY SIGN DAY EACH450.0003,375.00
0.0000.00
0.0000.00

0204                          0001.90 0.5018,806.0009,403.00
SIGN DAY EACH18,806.0009,403.00
23,335.00011,667.50
0.0000.00

0205                          0002.30 1.144,350.0004,959.00
PAVEMENT MARKING REMOVAL m 4,350.0004,959.00
1,906.0002,172.84
0.0000.00

0206                          0002.39 3.829,400.00035,908.00
TEMPORARY PAVEMENT MARKING, TYPE II m 9,400.00035,908.00
7,394.00028,245.08
0.0000.00

0207                          0002.47 1.572,000.0003,140.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION m 2,000.0003,140.00
545.000855.65
0.0000.00

0208                          0002.97 22.00447.0009,834.00
FLASHING ARROW PANEL DAY 447.0009,834.00
528.00011,616.00
0.0000.00

0209                          0003.10 175.0045.0007,875.00
FLAGGING DAY 45.0007,875.00
32.0005,600.00
0.0000.00

0210                          0003.35 2,000.002.0004,000.00
MOBILE TRAFFIC CONTROL OPERATION DAY 2.0004,000.00
0.0000.00
0.0000.00

0211                          0003.51 35.00615.00021,525.00
INSTALL CONCRETE PROTECTION BARRIER m 615.00021,525.00
734.00025,690.00
0.0000.00

0212                          0003.56 5.00968.0004,840.00
RELOCATE CONCRETE PROTECTION BARRIER m 968.0004,840.00
1,137.0005,685.00
0.0000.00

0213                          0003.57 950.008.0007,600.00
RELOCATE INERTIAL BARRIER SYSTEM EACH8.0007,600.00
8.0007,600.00
0.0000.00

0214                          0003.58 3,700.004.00014,800.00
INERTIAL BARRIER SYSTEM EACH4.00014,800.00
5.00018,500.00
0.0000.00

0215                          0003.64 275.005.0001,375.00
REPLACEMENT MODULE EACH5.0001,375.00
0.0000.00
0.0000.00

0216                          0010.04 1,500.001.0001,500.00
FIELD OFFICE EACH1.0001,500.00
0.0000.00
0.0000.00

0217                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
223.500178.80
0.0000.00

0218                          0030.00 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0219                          9110.01 75.0025.0001,875.00
RENTAL OF LOADER, FULLY OPERATED HOUR25.0001,875.00
2.500187.50
0.0000.00

0220                          9110.02 70.0020.0001,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR20.0001,400.00
0.50035.00
0.0000.00

0221                          9110.03 55.0025.0001,375.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR25.0001,375.00
5.000275.00
0.0000.00

0222                          9110.07 50.0025.0001,250.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR25.0001,250.00
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted165,401.50
Current165,401.50
In place174,281.87
This Estimate0.00

Totals for contractContracted4,253,248.92
Current4,323,300.66
In place4,224,706.02
This Estimate0.00