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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1730 WILKE CONTRACTING CORPORATION
Contract ID:1366
Estimate Number:0006
Pay Period End Date:05.04.2002
Contract Location:
GREENWOOD TRUCK SCALESEstimate Type:PROG
Contractor:
WILKE CONTRACTING CORPORATIONDate Let:08.16.2001
27705 115TH ROADDate Awarded:08.23.2001
PO BOX 1205Date Contract Executed:09.06.2001
Date Notice to Proceed:09.06.2001
KEARNEY NE 68848Date Work Began:10.01.2001
Phone:Date Physical Work Completed:
(308)236-9014Date Accepted:
Escrow Agent:
Surety Co:
AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
Counties
CASS
Project Number PCT Fed State Project Number Description
12366 000  0.000 EACIM-80-9(814)  GRADING
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$229,122.30$198,005.50$31,116.80
$217,036.40Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$229,122.30$198,005.50$31,116.80
$217,036.40Retainage$-2,291.22$-1,980.06$-311.16
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
105.57%Net Earnings$226,831.08$196,025.44$30,805.64
Liquidated Damages$.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$.00
Fuel Adj$-20.10$-20.10$.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-$20.10-$20.10$.00
Payment$226,810.98$196,005.34$30,805.64
Project ManagerDiv. Head/Dist. Eng.
Sidiqi, Abdul05.06.2002Sklenar, Michael J05.08.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve05.08.2002
Controller Div. Processed
Burling, Laurie05.08.2002
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                          A600.00 300.0034.00010,200.00
REMOVE LIGHTING UNIT EACH34.00010,200.00
34.00010,200.00
0.0000.00

0002                          L001.02 2,500.001.6004,000.00
SEEDING, TYPE B ha 1.6004,000.00
2.0005,000.00
2.0005,000.00

0003                          L032.75 70.008.000560.00
MULCH Mg 8.000560.00
10.000700.00
10.000700.00

0004                          0001.08 0.50510.000255.00
BARRICADE, TYPE II BDAY510.000255.00
15,515.0007,757.50
500.000250.00

0005                          0001.10 2.38432.0001,028.16
BARRICADE, TYPE III BDAY432.0001,028.16
944.0002,246.72
20.00047.60

0006                          0001.30 2.38432.0001,028.16
TYPE B HIGH INTENSITY WARNING LIGHT LDAY432.0001,028.16
380.000904.40
20.00047.60

0007                          0001.90 0.381,796.000682.48
SIGN DAY EACH1,796.000682.48
380.000144.40
20.0007.60

0008                          0003.10 260.0020.0005,200.00
FLAGGING DAY 20.0005,200.00
0.0000.00
0.0000.00

0009                          0030.10 6,500.001.0006,500.00
MOBILIZATION LS 1.0006,500.00
1.0006,500.00
0.0000.00

0010                          1009.00 3,600.001.0003,600.00
GENERAL CLEARING AND GRUBBING LS 1.0003,600.00
1.0003,600.00
0.200720.00

0011                          1010.01 8.003,020.00024,160.00
EXCAVATION (ESTABLISHED QUANTITY) m3 3,020.00024,160.00
3,020.00024,160.00
2,020.00016,160.00

0012                          1020.01 22.0022.000484.00
DELINEATOR, TYPE I EACH22.000484.00
22.000484.00
22.000484.00

0013                          1090.00 900.002.0001,800.00
ABANDON WELLS EACH2.0001,800.00
2.0001,800.00
0.0000.00

0014                          1101.00 7.007,182.00050,274.00
REMOVE PAVEMENT m2 7,182.00050,274.00
7,182.00050,274.00
0.0000.00

0015                          1101.25 8.20231.0001,894.20
SAWING PAVEMENT m 231.0001,894.20
240.6001,972.92
0.0000.00

0016                          1102.00 3.252,564.0008,333.00
REMOVE ASPHALT SURFACE m2 2,564.0008,333.00
3,355.76510,906.24
0.0000.00

0017                          1107.00 5.001,072.0005,360.00
REMOVE WALK m2 1,072.0005,360.00
1,072.0005,360.00
0.0000.00

0018                          1109.00 9.00249.0002,241.00
REMOVE CURB m 249.0002,241.00
296.0002,664.00
0.0000.00

0019                          1111.00 22.0049.0001,078.00
REMOVE FENCE m 49.0001,078.00
49.0001,078.00
0.0000.00

0020                          1119.00 300.002.000600.00
REMOVE INLET EACH2.000600.00
2.000600.00
0.0000.00

0021                          1123.25 9.0027.000243.00
REMOVE CONCRETE SLOPE PROTECTION m2 27.000243.00
27.000243.00
0.0000.00

0022                          1123.95 6,500.001.0006,500.00
REMOVE SCALE EACH1.0006,500.00
AT STA. 12+16 RT. 1.0006,500.00
0.0000.00

0023                          1123.96 4,500.001.0004,500.00
REMOVE SCALE EACH1.0004,500.00
AT STA. 21+85 RT. 1.0004,500.00
0.0000.00

0024                          1124.00 6,500.001.0006,500.00
REMOVE BUILDING EACH1.0006,500.00
AT STA. 12+16 RT. 1.0006,500.00
0.0000.00

0025                          1124.01 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 12+71 RT. 1.000950.00
0.0000.00

0026                          1124.02 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 12+91 RT. 1.000950.00
0.0000.00

0027                          1124.03 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 13+30 RT. 1.000950.00
0.0000.00

0028                          1124.04 6,500.001.0006,500.00
REMOVE BUILDING EACH1.0006,500.00
AT STA. 21+85.53 RT. 1.0006,500.00
0.0000.00

0029                          1124.05 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 22+32.86 RT. 1.000950.00
0.0000.00

0030                          1124.06 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 22+44.19 RT. 1.000950.00
0.0000.00

0031                          1124.07 950.001.000950.00
REMOVE BUILDING EACH1.000950.00
AT STA. 22+83.9 RT. 1.000950.00
0.0000.00

0032                          1125.00 3,850.001.0003,850.00
CLEAR TRACT EACH1.0003,850.00
AT STA. 10+69 TO 14+09 RT. 1.0003,850.00
1.0003,850.00

0033                          1125.01 3,850.001.0003,850.00
CLEAR TRACT EACH1.0003,850.00
AT STA. 20+59 TO 23+63 RT. 1.0003,850.00
1.0003,850.00

0034                          1130.00 2,200.004.0008,800.00
REMOVE UNDERGROUND TANK EACH4.0008,800.00
4.0008,800.00
0.0000.00

0035                          1900.12 6,600.001.0006,600.00
ASBESTOS ABATEMENT LS 1.0006,600.00
AT STA.12+16 RT. 1.0006,600.00
0.0000.00

0036                          1900.13 6,600.001.0006,600.00
ASBESTOS ABATEMENT LS 1.0006,600.00
AT STA. 21+85 RT. 1.0006,600.00
0.0000.00

0037                          4040.00 200.001.000200.00
REMOVE HEADWALLS FROM CULVERTS EACH1.000200.00
1.000200.00
0.0000.00

0038                          4050.01 22.0026.000572.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 26.000572.00
26.000572.00
0.0000.00

0039                          4100.06 1,500.000.300450.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 0.300450.00
0.300450.00
0.0000.00

0040                          4150.00 2.0018.00036.00
REINFORCING STEEL FOR HEADWALL kg 18.00036.00
18.00036.00
0.0000.00

0041                          4670.05 250.002.400600.00
CULVERT SANDFILL m3 2.400600.00
2.400600.00
0.0000.00

0042                          7017.00 7.25242.4001,757.40
REMOVE GUARDRAIL m 242.4001,757.40
242.4001,757.40
0.0000.00

0043                          9005.55 49.00500.00024,500.00
ASPHALTIC CONCRETE, TYPE SP5(12.5) Mg 500.00024,500.00
602.28029,511.72
0.0000.00

GROUP 1 GRADINGContracted217,036.40
Current217,036.40
In place229,122.30
This Estimate31,116.80

Totals for contractContracted217,036.40
Current217,036.40
In place229,122.30
This Estimate31,116.80