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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2853 SIMON CONTRACTORS AND SUBSIDIARIES
Contract ID:7894
Estimate Number:0013
Pay Period End Date:03.22.2003
Contract Location:
STOCKVILLE SOUTHWESTEstimate Type:PROG
Contractor:
SIMON CONTRACTORS AND SUBSIDIARIESDate Let:12.06.2001
4819 S INDUSTRIAL SERVICE RDDate Awarded:12.27.2001
PO BOX 347Date Contract Executed:02.11.2002
Date Notice to Proceed:02.11.2002
CHEYENNE WY 82003-0347Date Work Began:05.28.2002
Phone:Date Physical Work Completed:
(307)632-7900Date Accepted:
Escrow Agent:
Surety Co:
LIBERTY MUTUAL INSURANCE COMPANY
Counties
FRONTIER
Project Number PCT Fed State Project Number Description
70894 000  0.000 BRO-7032(17)  BRIDGE
70895 000  0.000 BRO-7032(18)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$459,513.57$422,578.42$36,935.15
$488,304.33Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$459,513.57$422,578.42$36,935.15
$507,202.99Retainage$-4,595.14$-4,225.78$-369.36
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
94.10%Net Earnings$454,918.43$418,352.64$36,565.79
Liquidated Damages$.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$160.75$160.75$.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$160.75$160.75$.00
Payment$455,079.18$418,513.39$36,565.79
Project ManagerDiv. Head/Dist. Eng.
Doyle, Kelly03.24.2003Knott, James03.24.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve03.26.2003
Controller Div. Processed
Burling, Laurie03.26.2003
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 6 BRIDGE AT STA. 12+40.11
0001                          L006.00 115.001.000115.00
COVER CROP SEEDING ha 1.000115.00
1.600184.00
0.0000.00

0002                          L021.00 16.6875.0001,251.00
EROSION CHECKS BALE75.0001,251.00
75.0001,251.00
0.0000.00

0003                          0001.10 1.441,050.0001,512.00
BARRICADE, TYPE III BDAY1,050.0001,512.00
1,361.0001,959.84
0.0000.00

0004                          0001.30 1.44210.000302.40
TYPE B HIGH INTENSITY WARNING LIGHT LDAY210.000302.40
157.000226.08
0.0000.00

0005                          0001.90 1.441,050.0001,512.00
SIGN DAY EACH1,050.0001,512.00
1,298.0001,869.12
0.0000.00

0006                          0030.60 13,110.001.00013,110.00
MOBILIZATION LS 1.00013,110.00
1.00013,110.00
0.0000.00

0007                          1009.00 805.001.000805.00
GENERAL CLEARING AND GRUBBING LS 1.000805.00
1.000805.00
0.0000.00

0008                          1010.01 3.01529.0001,592.29
EXCAVATION (ESTABLISHED QUANTITY) m3 529.0001,592.29
529.0001,592.29
0.0000.00

0009                          1011.00 4.6025.000115.00
WATER kL 25.000115.00
108.000496.80
0.0000.00

0010                          1030.00 1.483,634.0005,378.32
EARTHWORK MEASURED IN EMBANKMENT m3 3,634.0005,378.32
3,634.0005,378.32
0.0000.00

0011                          4050.01 7.52312.0002,346.24
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 312.0002,346.24
312.0002,346.24
0.0000.00

0012                          4100.06 1,069.500.600641.70
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 0.600641.70
0.600641.70
0.0000.00

0013                          4150.00 2.6338.00099.94
REINFORCING STEEL FOR HEADWALL kg 38.00099.94
38.00099.94
0.0000.00

0014                          4350.24 71.7692.6006,644.98
600 mm CORRUGATED METAL PIPE m 92.6006,644.98
92.5006,637.80
0.0000.00

0015                          4360.24 128.232.000256.46
600 mm METAL FLARED-END SECTION EACH2.000256.46
2.000256.46
0.0000.00

0016                          6000.10 1,725.001.0001,725.00
ABUTMENT NO.1 EXCAVATION LS 1.0001,725.00
1.0001,725.00
0.0000.00

0017                          6000.11 1,725.001.0001,725.00
ABUTMENT NO.2 EXCAVATION LS 1.0001,725.00
1.0001,725.00
0.0000.00

0018                          6001.00 1,955.001.0001,955.00
BENT NO.1 EXCAVATION LS 1.0001,955.00
1.0001,955.00
0.0000.00

0019                          6001.01 1,955.001.0001,955.00
BENT NO.2 EXCAVATION LS 1.0001,955.00
1.0001,955.00
0.0000.00

0020                          6010.22 426.91136.10058,102.45
CLASS 47B-20 CONCRETE FOR BRIDGE m3 129.20055,156.77
129.61055,331.81
0.0000.00

0021                          6010.26 488.22124.70060,881.03
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 124.70060,881.03
124.70060,881.04
0.0000.00

0022                          6020.00 1.3320,775.00027,630.75
REINFORCING STEEL FOR BRIDGE kg 20,610.00027,411.30
20,512.00027,280.96
0.0000.00

0023                          6040.00 1,725.001.0001,725.00
REMOVE STRUCTURE EACH1.0001,725.00
AT STA. 12+41.30 1.0001,725.00
0.0000.00

0024                          6080.00 4.19650.0002,723.50
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 650.0002,723.50
650.0002,723.50
0.0000.00

0025                          6105.02 48.18406.00019,561.08
ROCK RIPRAP, TYPE B Mg 406.00019,561.08
356.90017,195.44
0.0000.00

0026                          6200.00 84.97405.00034,412.85
CONCRETE PILING m 376.38531,981.43
375.99031,947.87
0.0000.00

0027                          7020.00 1,373.104.0005,492.40
BRIDGE APPROACH SECTIONS EACH4.0005,492.40
4.0005,492.40
0.0000.00

0028                          7021.45 1,158.054.0004,632.20
BREAKAWAY CABLE TERMINAL EACH4.0004,632.20
4.0004,632.20
0.0000.00

0029                          8091.00 23.31510.00011,888.10
GRANULAR BACKFILL m3 6.150143.36
6.150143.36
0.0000.00

4000                          6210.59 50.980.0000.00
PAY CUT-OFF m 28.6151,458.79
CONCRETE PILING, TYPE I 28.6151,458.79
0.0000.00

4001                          1043.50 3.960.0000.00
RIPRAP FILTER FABRIC m2 374.0001,481.04
374.0001,481.04
0.0000.00

4002                          6000.09 10.500.0000.00
ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES m3 273.0002,866.50
273.0002,866.50
0.0000.00

GROUP 6 BRIDGE AT STA. 12+40.11Contracted270,091.69
Current258,556.73
In place257,374.50
This Estimate0.00

GROUP 6A BRIDGE AT STA. 14+08.50
0030                          L006.00 115.000.50057.50
COVER CROP SEEDING ha 0.50057.50
0.0000.00
0.0000.00

0031                          L021.00 16.6830.000500.40
EROSION CHECKS BALE30.000500.40
0.0000.00
0.0000.00

0032                          0001.10 1.44900.0001,296.00
BARRICADE, TYPE III BDAY900.0001,296.00
401.000577.44
36.00051.84

0033                          0001.30 1.44270.000388.80
TYPE B HIGH INTENSITY WARNING LIGHT LDAY270.000388.80
160.000230.40
0.0000.00

0034                          0001.90 1.44990.0001,425.60
SIGN DAY EACH990.0001,425.60
792.0001,140.48
54.00077.76

0035                          0030.60 13,110.001.00013,110.00
MOBILIZATION LS 1.00013,110.00
1.00013,110.00
0.0000.00

0036                          1009.00 575.001.000575.00
GENERAL CLEARING AND GRUBBING LS 1.000575.00
0.0000.00
0.0000.00

0037                          1011.00 4.6025.000115.00
WATER kL 25.000115.00
0.0000.00
0.0000.00

0038                          1030.00 1.484,134.0006,118.32
EARTHWORK MEASURED IN EMBANKMENT m3 4,134.0006,118.32
0.0000.00
0.0000.00

0039                          1043.50 3.96257.0001,017.72
RIPRAP FILTER FABRIC m2 257.0001,017.72
200.000792.00
0.0000.00

0040                          1300.18 45.0810.000450.80
450 mm DRIVEWAY CULVERT PIPE m 10.000450.80
0.0000.00
0.0000.00

0041                          4310.18 109.252.000218.50
450 mm FLARED-END SECTION EACH2.000218.50
0.0000.00
0.0000.00

0042                          6000.10 1,725.001.0001,725.00
ABUTMENT NO.1 EXCAVATION LS 1.0001,725.00
1.0001,725.00
0.0000.00

0043                          6000.11 1,725.001.0001,725.00
ABUTMENT NO.2 EXCAVATION LS 1.0001,725.00
1.0001,725.00
0.0000.00

0044                          6005.78 1,620.354.0006,481.40
EXPANSION BEARING, TFE TYPE EACH4.0006,481.40
4.0006,481.40
0.0000.00

0045                          6005.83 903.904.0003,615.60
FIXED BEARING EACH4.0003,615.60
4.0003,615.60
0.0000.00

0046                          6010.22 406.3688.00035,759.68
CLASS 47B-20 CONCRETE FOR BRIDGE m3 88.00035,759.68
88.00035,759.68
0.0000.00

0047                          6010.26 442.6086.60038,329.16
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 86.60038,329.16
86.60038,329.16
61.20027,087.12

0048                          6011.11 60,260.001.00060,260.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00060,260.00
AT STA. 14+08.5 1.00060,260.00
0.0000.00

0049                          6020.00 1.358,960.00012,096.00
REINFORCING STEEL FOR BRIDGE kg 8,960.00012,096.00
8,960.00012,096.01
6,377.2008,609.22

0050                          6040.00 1,840.001.0001,840.00
REMOVE STRUCTURE EACH1.0001,840.00
AT STA. 14+13 0.0000.00
0.0000.00

0051                          6080.00 5.90188.0001,109.20
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 188.0001,109.20
188.0001,109.20
188.0001,109.20

0052                          6105.02 48.29247.00011,927.63
ROCK RIPRAP, TYPE B Mg 247.00011,927.63
200.0009,658.00
0.0000.00

0053                          6200.00 87.92192.60016,933.39
CONCRETE PILING m 149.29213,125.75
149.29213,125.76
0.0000.00

0054                          7020.00 1,373.104.0005,492.40
BRIDGE APPROACH SECTIONS EACH4.0005,492.40
0.0000.00
0.0000.00

0055                          7021.45 1,158.054.0004,632.20
BREAKAWAY CABLE TERMINAL EACH4.0004,632.20
0.0000.00
0.0000.00

0056                          8091.00 23.32425.0009,911.00
GRANULAR BACKFILL m3 6.150143.42
5.120119.40
0.0000.00

4000                          6210.59 52.750.0000.00
PAY CUT-OFF m 43.3082,284.50
CONCRETE PILING, TYPE I 43.3082,284.50
0.0000.00

4001                          6000.09 10.500.0000.00
ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES m3 374.0003,927.00
0.0000.00
0.0000.00

GROUP 6A BRIDGE AT STA. 14+08.50Contracted237,111.30
Current229,747.58
In place202,139.03
This Estimate36,935.14

Totals for contractContracted507,202.99
Current488,304.31
In place459,513.53
This Estimate36,935.14