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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:7753
Estimate Number:0005
Pay Period End Date:09.28.2002
Contract Location:
WAUNETA SOUTHEstimate Type:PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIESDate Let:03.14.2002
4819 S INDUSTRIAL SERVICE RDDate Awarded:04.01.2002
PO BOX 347Date Contract Executed:04.24.2002
Date Notice to Proceed:04.24.2002
CHEYENNE WY 82003Date Work Began:
Phone:Date Physical Work Completed:
(307)632-7900Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY
Counties
CHASE
Project Number PCT Fed State Project Number Description
70753 000  0.000 STPE-1315(8)  GRAD CULV BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$540,572.32$538,384.58$2,187.74
$521,629.82Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$540,572.32$538,384.58$2,187.74
$521,629.82Retainage$-5,405.72$-5,383.85$-21.87
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
103.63%Net Earnings$535,166.60$533,000.73$2,165.87
Liquidated Damages-$6,258.00-$8,940.00$2,682.00
Incentives$.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$126.22$126.22$.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-$6,131.78-$8,813.78$2,682.00
Payment$529,034.82$524,186.95$4,847.87
Project ManagerDiv. Head/Dist. Eng.
Ziebell, Roger10.04.2002Knott, James10.04.2002
Constr. Estimate Eng.Materials Eng.
Henrichson, Roger10.07.2002
Controller Div. Processed
Burling, Laurie10.07.2002
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                          L006.00 287.185.0001,435.90
COVER CROP SEEDING ha 5.0001,435.90
0.0000.00
0.0000.00

0002                          0030.10 4,208.801.0004,208.80
MOBILIZATION LS 1.0004,208.80
1.0004,208.80
0.0000.00

0003                          1000.00 408.271.000408.27
LARGE TREE REMOVAL EACH1.000408.27
0.0000.00
0.0000.00

0004                          1009.00 575.811.000575.81
GENERAL CLEARING AND GRUBBING LS 1.000575.81
1.000575.81
0.0000.00

0005                          1011.00 5.46888.0004,848.48
WATER kL 888.0004,848.48
7,933.20043,315.28
0.0000.00

0006                          1030.00 5.217,107.00037,027.47
EARTHWORK MEASURED IN EMBANKMENT m3 7,107.00037,027.47
7,107.00037,027.47
0.0000.00

0007                          1300.18 54.5618.000982.08
450 mm DRIVEWAY CULVERT PIPE m 18.000982.08
18.000982.08
0.0000.00

0008                          1300.21 62.21101.0006,283.21
525 mm DRIVEWAY CULVERT PIPE m 101.0006,283.21
77.0004,790.17
0.0000.00

0009                          1300.24 62.809.000565.20
600 mm DRIVEWAY CULVERT PIPE m 9.000565.20
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted56,335.22
Current56,335.22
In place90,899.61
This Estimate0.00

GROUP 4 CULVERTS
0010                          0030.40 4,887.791.0004,887.79
MOBILIZATION LS 1.0004,887.79
1.0004,887.79
0.0000.00

0011                          4040.00 315.904.0001,263.60
REMOVE HEADWALLS FROM CULVERTS EACH4.0001,263.60
4.0001,263.60
0.0000.00

0012                          4044.00 1,091.281.0001,091.28
PREPARATION OF STRUCTURE EACH1.0001,091.28
AT STA. 20+99.64 1.0001,091.28
0.0000.00

0013                          4050.01 15.11106.0001,601.66
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 106.0001,601.66
106.0001,601.66
0.0000.00

0014                          4051.01 33.8026.000878.80
EXCAVATION FOR BOX CULVERTS m3 26.000878.80
26.000878.80
0.0000.00

0015                          4101.06 492.5914.4007,093.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 14.4007,093.30
14.4007,093.30
0.0000.00

0016                          4151.00 1.88949.0001,784.12
REINFORCING STEEL FOR BOX CULVERT kg 949.0001,784.12
949.0001,784.12
0.0000.00

0017                          4305.36 123.7720.0002,475.40
900 mm ROUND EQUIVALENT CULVERT PIPE m 20.0002,475.40
20.0002,475.40
0.0000.00

0018                          4305.48 217.8922.0004,793.58
1200 mm ROUND EQUIVALENT CULVERT PIPE m 22.0004,793.58
22.0004,793.58
0.0000.00

0019                          4320.36 471.844.0001,887.36
900 mm ROUND EQUIVALENT FLARED-END SECTION EACH4.0001,887.36
4.0001,887.36
0.0000.00

0020                          4320.48 769.644.0003,078.56
1200 mm ROUND EQUIVALENT FLARED-END SECTION EACH4.0003,078.56
4.0003,078.56
0.0000.00

GROUP 4 CULVERTSContracted30,835.45
Current30,835.45
In place30,835.45
This Estimate0.00

GROUP 9 BITUMINOUS
0021                          L001.01 516.925.0002,584.60
SEEDING, TYPE A ha 5.0002,584.60
2.5001,292.30
2.5001,292.30

0022                          L032.75 137.8525.0003,446.25
MULCH Mg 25.0003,446.25
0.0000.00
0.0000.00

0023                          0002.55 27.5788.2602,433.33
OVERLAY BROKEN LINES StaM88.2602,433.33
88.2602,433.33
0.0000.00

0024                          0002.76 0.2411,000.0002,640.00
PERMANENT PAVEMENT MARKING PAINT m 11,000.0002,640.00
11,000.0002,640.00
0.0000.00

0025                          0030.90 50,000.001.00050,000.00
MOBILIZATION LS 1.00050,000.00
1.00050,000.00
0.0000.00

0026                          2020.00 4.8436.000174.24
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS m2 36.000174.24
0.0000.00
0.0000.00

0027                          2021.00 57.442.000114.88
MAILBOX POST EACH2.000114.88
0.0000.00
0.0000.00

0028                          9005.35 23.119,940.000229,713.40
ASPHALTIC CONCRETE, TYPE SP3(12.5) Mg 9,940.000229,713.40
9,652.560223,070.66
0.0000.00

0029                          9009.00 4.331,117.0004,836.61
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 1,117.0004,836.61
984.8004,264.18
0.0000.00

0030                          9021.01 185.00536.76099,300.60
PERFORMANCE GRADED BINDER (64-22) Mg 536.76099,300.60
530.53098,148.05
0.0000.00

0031                          9034.00 1.581,117.0001,764.86
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 1,117.0001,764.86
984.8001,555.98
0.0000.00

0032                          9053.00 0.376,580.0002,434.60
TACK COAT L 6,580.0002,434.60
10,000.0003,700.00
0.0000.00

0033                          9111.00 8.12795.0006,455.40
WATER kL 795.0006,455.40
257.0002,086.84
0.0000.00

0034                          9170.00 117.8388.26210,399.91
EARTH SHOULDER CONSTRUCTION StaM88.26210,399.91
88.26210,399.91
0.0000.00

0035                          9173.00 209.4444.1319,242.80
SUBGRADE PREPARATION StaM44.1319,242.80
44.1319,242.80
0.0000.00

GROUP 9 BITUMINOUSContracted425,541.48
Current425,541.48
In place408,834.05
This Estimate1,292.30

GROUP 10 GENERAL ITEMS
0036                          0001.10 2.87966.0002,772.42
BARRICADE, TYPE III BDAY966.0002,772.42
1,403.0004,026.61
224.000642.88

0037                          0001.30 4.37138.000603.06
TYPE B HIGH INTENSITY WARNING LIGHT LDAY138.000603.06
60.000262.20
0.0000.00

0038                          0001.90 0.821,518.0001,244.76
SIGN DAY EACH1,518.0001,244.76
1,728.0001,416.96
308.000252.56

0039                          0010.04 2,297.441.0002,297.44
FIELD OFFICE EACH1.0002,297.44
1.0002,297.44
0.0000.00

0040                          0030.00 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted8,917.68
Current8,917.68
In place10,003.21
This Estimate895.44

Totals for contractContracted521,629.82
Current521,629.82
In place540,572.32
This Estimate2,187.74