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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1661 U.S. ASPHALT CO.
Contract ID:1889
Estimate Number:0007
Pay Period End Date:06.15.2002
Contract Location:
AUBURN EASTEstimate Type:PROG
Contractor:
U.S. ASPHALT CO.Date Let:09.20.2001
14012 GILES RDDate Awarded:09.27.2001
Date Contract Executed:10.03.2001
Date Notice to Proceed:10.03.2001
OMAHA NE 68138Date Work Began:02.19.2002
Phone:Date Physical Work Completed:
(402)895-6666Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
NEMAHA
Project Number PCT Fed State Project Number Description
11889 000  0.000 S-136-7(1013)  GR CULV BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$406,880.17$365,891.63$40,988.54
$1,725,052.79Stockpiled Materials$82,146.39$86,208.90$-4,062.51
Original Contract AmtGross Earnings$489,026.56$452,100.53$36,926.03
$1,723,205.39Retainage$-4,068.80$-3,658.92$-409.88
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
23.59%Net Earnings$484,957.76$448,441.61$36,516.15
Liquidated Damages$.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$.00
Fuel Adj$-10.22$-10.22$.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-$10.22-$10.22$.00
Payment$484,947.54$448,431.39$36,516.15
Project ManagerDiv. Head/Dist. Eng.
Hitzeman, Don06.17.2002Sklenar, Michael J06.17.2002
Constr. Estimate Eng.Materials Eng.
Henrichson, Roger06.18.2002
Controller Div. Processed
Burling, Laurie06.18.2002
Detailed breakdown of stockpiled materials
Est Nbr:0002
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00466005.78 EXPANSION BEARING, TFE TYPE
S.P. Initial Payment3,529.98E21457
Expansion Bearings, Delivered Only
00476005.83 FIXED BEARING
S.P. Initial Payment1,484.00E21457
Fixed Bearings, Delivered Only
00526080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Initial Payment1,228.92484273
Structural Steel for Substructure, Del. Only
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment10,898.98483564
Epoxy Coated Reinforcing Steel, Delivered Only
Total for estimate 0002:17,141.88
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00526080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Adjustment-1,228.92484273
Structural Steel for Substructure, Del. Only
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,124.99483564
Epoxy Coated Reinforcing Steel, Delivered Only
Total for estimate 0003:-2,353.91
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,264.49483564
Epoxy Coated Reinforcing Steel, Delivered Only
Total for estimate 0004:-1,264.49
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-449.50483564
Epoxy Coated Reinforcing Steel, Delivered Only
Total for estimate 0005:-449.50
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00516071.11 STEEL SUPERSTRUCTURE
S.P. Initial Payment71,417.5024-S-02
Phase II Steel Superstructure, delivered only
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-248.00483564
Epoxy Coated Reinforcing Steel, Delivered Only
00576951.12 SHEAR CONNECTORS
S.P. Initial Payment1,965.4224-S-02
Shear Connectors, delivered only
Total for estimate 0006:73,134.92
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00466005.78 EXPANSION BEARING, TFE TYPE
S.P. Adjustment-1,764.99E21457
Expansion Bearings, Delivered Only
00476005.83 FIXED BEARING
S.P. Adjustment-742.00E21457
Fixed Bearings, Delivered Only
00556131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-682.00483564
Epoxy Coated Reinforcing Steel, Delivered Only
00576951.12 SHEAR CONNECTORS
S.P. Adjustment-873.5224-S-02
Shear Connectors, delivered only
Total for estimate 0007:-4,062.51
Total remaining for contract:82,146.39
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L020.00 2.011,198.0002,407.98
EROSION CONTROL SY 1,198.0002,407.98
0.0000.00
0.0000.00

0002                          L022.11 4.02509.0002,046.18
FABRIC SILT FENCE-LOW POROSITY LF 509.0002,046.18
0.0000.00
0.0000.00

0003                          0030.10 4,787.171.0004,787.17
MOBILIZATION LS 1.0004,787.17
0.0000.00
0.0000.00

0004                          1009.00 1,003.751.0001,003.75
GENERAL CLEARING AND GRUBBING LS 1.0001,003.75
0.750752.81
0.750752.81

0005                          1011.00 10.0422.000220.88
WATER MGAL22.000220.88
0.0000.00
0.0000.00

0006                          1030.00 6.934,282.00029,674.26
EARTHWORK MEASURED IN EMBANKMENT CY 4,282.00029,674.26
0.0000.00
0.0000.00

0007                          1101.00 7.93338.0002,680.34
REMOVE PAVEMENT SY 338.0002,680.34
14.850117.76
0.0000.00

0008                          1102.00 4.02402.6001,618.45
REMOVE ASPHALT SURFACE SY 402.6001,618.45
0.0000.00
0.0000.00

0009                          1102.05 7.03559.0003,929.77
REMOVE ASPHALT SURFACING FROM PAVEMENT SY 559.0003,929.77
0.0000.00
0.0000.00

0010                          7017.50 2.512,056.7505,162.44
REMOVE & SALVAGE GUARDRAIL LF 2,056.7505,162.44
617.5001,549.93
0.0000.00

GROUP 1 GRADINGContracted53,531.22
Current53,531.22
In place2,420.50
This Estimate752.81

GROUP 4 CULVERTS
0011                          0030.40 2,991.981.0002,991.98
MOBILIZATION LS 1.0002,991.98
1.0002,991.98
0.0000.00

0012                          1043.50 1.9193.000177.63
RIPRAP FILTER FABRIC SY 93.000177.63
0.0000.00
0.0000.00

0013                          1119.00 200.754.000803.00
REMOVE INLET EACH4.000803.00
0.0000.00
0.0000.00

0014                          4012.29 1,063.981.0001,063.98
RECONSTRUCT CURB INLET EACH1.0001,063.98
0.0000.00
0.0000.00

0015                          4035.25 200.752.000401.50
REMOVE AND SALVAGE FLARED-END SECTION EACH2.000401.50
0.0000.00
0.0000.00

0016                          4040.00 130.494.000521.96
REMOVE HEADWALLS FROM CULVERTS EACH4.000521.96
4.000521.96
0.0000.00

0017                          4044.00 2,198.211.0002,198.21
PREPARATION OF STRUCTURE EACH1.0002,198.21
AT STA. 181+56 1.0002,198.21
0.0000.00

0018                          4044.01 2,007.501.0002,007.50
PREPARATION OF STRUCTURE EACH1.0002,007.50
AT STA. 198+82 1.0002,007.50
0.0000.00

0019                          4044.02 2,198.211.0002,198.21
PREPARATION OF STRUCTURE EACH1.0002,198.21
AT STA. 204+57 1.0002,198.21
0.0000.00

0020                          4044.03 2,800.471.0002,800.47
PREPARATION OF STRUCTURE EACH1.0002,800.47
AT STA. 251+87 1.0002,800.47
1.0002,800.47

0021                          4050.01 10.04765.0007,680.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS CY 765.0007,680.60
45.778459.61
18.778188.53

0022                          4051.01 14.05188.0002,641.40
EXCAVATION FOR BOX CULVERTS CY 188.0002,641.40
166.2032,335.15
37.000519.85

0023                          4100.06 531.997.6004,043.12
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL CY 7.6004,043.12
3.6001,915.16
0.0000.00

0024                          4101.06 256.96172.10044,222.82
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 172.10044,222.82
159.68241,031.89
36.9289,489.02

0025                          4107.07 632.365.4003,414.74
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS CY 5.4003,414.74
3.0801,947.67
0.0000.00

0026                          4130.06 632.360.360227.65
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG CY 0.360227.65
0.0000.00
0.0000.00

0027                          4150.00 0.90994.000894.60
REINFORCING STEEL FOR HEADWALL LB 994.000894.60
560.000504.00
0.0000.00

0028                          4151.00 0.5620,485.00011,471.60
REINFORCING STEEL FOR BOX CULVERT LB 20,485.00011,471.60
19,341.00010,830.96
3,432.0001,921.92

0029                          4157.00 0.50212.000106.00
REINFORCING STEEL FOR COLLARS LB 212.000106.00
212.000106.00
0.0000.00

0030                          4350.72 76.18109.0008,303.62
72" CORRUGATED METAL PIPE LF 109.0008,303.62
0.0000.00
0.0000.00

0031                          4450.36 115.3352.0005,997.16
36" REINFORCED CONCRETE PIPE LF 52.0005,997.16
52.0005,997.16
0.0000.00

0032                          4450.48 98.4728.0002,757.16
48" REINFORCED CONCRETE PIPE LF 28.0002,757.16
28.0002,757.16
0.0000.00

0033                          4461.48 724.712.0001,449.42
INSTALL 48" CONCRETE FLARED-END SECTION EACH2.0001,449.42
2.0001,449.42
0.0000.00

0034                          4670.05 131.698.0001,053.52
CULVERT SANDFILL CY 8.0001,053.52
0.0000.00
0.0000.00

0035                          6104.00 18.0784.0001,517.88
BROKEN CONCRETE RIPRAP TON 84.0001,517.88
0.0000.00
0.0000.00

6002                          4051.12 25.700.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT CY 50.0001,285.00
Granular Material to replace unsuitable material u/box culv. 43.2411,111.30
0.0000.00

GROUP 4 CULVERTSContracted110,945.73
Current112,230.73
In place83,163.81
This Estimate14,919.79

GROUP 4A CULVERT AT STA. 238+30
0036                          0030.40 2,991.981.0002,991.98
MOBILIZATION LS 1.0002,991.98
0.0000.00
0.0000.00

0037                          4044.04 8,030.011.0008,030.01
PREPARATION OF STRUCTURE EACH1.0008,030.01
AT STA. 238+30 0.0000.00
0.0000.00

0038                          4051.01 20.08126.0002,530.08
EXCAVATION FOR BOX CULVERTS CY 126.0002,530.08
0.0000.00
0.0000.00

0039                          4101.06 254.95155.99039,769.65
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 155.99039,769.65
0.0000.00
0.0000.00

0040                          4151.00 0.5618,349.00010,275.44
REINFORCING STEEL FOR BOX CULVERT LB 18,349.00010,275.44
0.0000.00
0.0000.00

GROUP 4A CULVERT AT STA. 238+30Contracted63,597.16
Current63,597.16
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 216+36
0041                          0030.60 35,523.601.00035,523.60
MOBILIZATION LS 1.00035,523.60
1.00035,523.60
0.0000.00

0042                          1010.01 3.761,560.0005,865.60
EXCAVATION (ESTABLISHED QUANTITY) CY 1,560.0005,865.60
780.0002,932.80
0.0000.00

0043                          1043.50 3.10471.9001,462.89
RIPRAP FILTER FABRIC SY 471.9001,462.89
0.0000.00
0.0000.00

0044                          3050.15 202.66205.90041,727.69
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 205.90041,727.69
0.0000.00
0.0000.00

0045                          3051.10 0.5225,459.00013,238.68
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 25,459.00013,238.68
0.0000.00
0.0000.00

0046                          6005.78 1,370.266.0008,221.56
EXPANSION BEARING, TFE TYPE EACH6.0008,221.56
3.0004,110.78
3.0004,110.78

0047                          6005.83 1,300.282.0002,600.56
FIXED BEARING EACH2.0002,600.56
1.0001,300.28
1.0001,300.28

0048                          6010.22 353.40188.30066,545.22
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 188.30066,545.22
150.00053,010.00
32.00011,308.80

0049                          6010.26 301.93486.900147,009.72
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 486.900147,009.72
0.0000.00
0.0000.00

0050                          6030.00 75,673.641.00075,673.64
PREPARATION OF BRIDGE EACH1.00075,673.64
AT STA. 216+36 0.60045,404.18
0.0000.00

0051                          6071.11 171,029.991.000171,029.99
STEEL SUPERSTRUCTURE LS 1.000171,029.99
AT STA. 216+36 0.50085,515.00
0.0000.00

0052                          6080.00 2.701,600.0004,320.00
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 1,600.0004,320.00
1,600.0004,320.00
0.0000.00

0053                          6104.00 16.31312.0005,088.72
BROKEN CONCRETE RIPRAP TON 312.0005,088.72
0.0000.00
0.0000.00

0054                          6105.02 25.701,105.00028,398.50
ROCK RIPRAP, TYPE B TON 1,105.00028,398.50
59.2601,522.98
59.2601,522.98

0055                          6131.50 0.51105,956.00054,037.56
EPOXY COATED REINFORCING STEEL LB 105,956.00054,037.56
12,158.0006,200.58
2,200.0001,122.00

0056                          6210.12 23.441,120.00026,252.80
HP 10"X42# STEEL PILING LF 1,120.00026,252.80
679.20015,920.45
0.0000.00

0057                          6951.12 3.133,222.00010,084.86
SHEAR CONNECTORS EACH3,222.00010,084.86
1,432.0004,482.16
1,432.0004,482.16

6001                          6210.12 14.060.0000.00
HP 10"X42# STEEL PILING LF 40.000562.40
HP 10"x42# Steel Piling 77.8001,093.87
0.0000.00

GROUP 6 BRIDGE AT STA. 216+36Contracted697,081.59
Current697,643.99
In place261,336.68
This Estimate23,847.00

GROUP 7 GUARDRAIL
0058                          0030.70 592.211.000592.21
MOBILIZATION LS 1.000592.21
0.0000.00
0.0000.00

0059                          7011.20 14.40100.0001,440.00
W-BEAM GUARDRAIL LF 100.0001,440.00
0.0000.00
0.0000.00

0060                          7019.50 19,347.301.00019,347.30
IMPACT ATTENUATOR EACH1.00019,347.30
0.0000.00
0.0000.00

0061                          7020.00 1,254.693.0003,764.07
BRIDGE APPROACH SECTIONS EACH3.0003,764.07
0.0000.00
0.0000.00

0062                          7024.27 1,606.003.0004,818.00
GUARDRAIL END TREATMENT, TYPE II EACH3.0004,818.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted29,961.58
Current29,961.58
In place0.00
This Estimate0.00

GROUP 9 BITUMINOUS
0063                          L001.02 468.754.0001,875.00
SEEDING, TYPE B ACRE4.0001,875.00
0.0000.00
0.0000.00

0064                          L032.75 85.329.000767.88
MULCH TON 9.000767.88
0.0000.00
0.0000.00

0065                          0030.90 52,279.881.00052,279.88
MOBILIZATION LS 1.00052,279.88
0.0000.00
0.0000.00

0066                          2010.03 33.7950.0001,689.50
CRUSHED ROCK SURFACE COURSE TON 50.0001,689.50
0.0000.00
0.0000.00

0067                          2021.00 50.192.000100.38
MAILBOX POST EACH2.000100.38
0.0000.00
0.0000.00

0068                          3040.11 101.6510.7001,087.66
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH SY 10.7001,087.66
0.0000.00
0.0000.00

0069                          3040.12 101.17178.50018,058.85
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH SY 178.50018,058.85
0.0000.00
0.0000.00

0070                          3040.13 99.87137.30013,712.15
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH SY 137.30013,712.15
0.0000.00
0.0000.00

0071                          3041.25 560.3924.00013,449.36
BITUMINOUS PATCHING TON 24.00013,449.36
0.0000.00
0.0000.00

0072                          3221.05 102.74202.00020,753.48
CONCRETE PAVEMENT, CLASS PR-3625 SY 202.00020,753.48
JOINT REPAIR 0.0000.00
0.0000.00

0073                          9000.75 14.56100.0001,456.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE TON 100.0001,456.00
SPS 0.0000.00
0.0000.00

0074                          9005.00 63.24100.0006,324.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE TON 100.0006,324.00
SPS 0.0000.00
0.0000.00

0075                          9005.23 25.634,890.000125,330.70
ASPHALTIC CONCRETE, TYPE SPS TON 4,890.000125,330.70
0.0000.00
0.0000.00

0076                          9005.45 31.327,190.000225,190.80
ASPHALTIC CONCRETE, TYPE SP4(0.5) TON 7,190.000225,190.80
0.0000.00
0.0000.00

0077                          9009.00 10.98577.0006,335.46
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS SY 577.0006,335.46
0.0000.00
0.0000.00

0078                          9009.88 37.27826.00030,785.02
SURFACING 10" SY 826.00030,785.02
0.0000.00
0.0000.00

0079                          9020.92 161.805.400873.72
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING TON 5.400873.72
0.0000.00
0.0000.00

0080                          9021.01 161.80388.26062,820.47
PERFORMANCE GRADED BINDER (64-22) TON 388.26062,820.47
0.0000.00
0.0000.00

0081                          9021.03 161.80264.06042,724.91
PERFORMANCE GRADED BINDER (58-28) TON 264.06042,724.91
0.0000.00
0.0000.00

0082                          9034.00 4.6181.000373.41
PREPARATION OF INTERSECTIONS AND DRIVEWAYS SY 81.000373.41
0.0000.00
0.0000.00

0083                          9053.00 0.7910,060.0007,947.40
TACK COAT GAL 10,060.0007,947.40
0.0000.00
0.0000.00

0084                          9111.00 5.0255.000276.10
WATER MGAL55.000276.10
0.0000.00
0.0000.00

0085                          9170.00 100.38220.43322,127.06
EARTH SHOULDER CONSTRUCTION STA 220.43322,127.06
0.0000.00
0.0000.00

0086                          9179.80 1,003.756.0006,022.50
MILLING CONCRETE FOR INLAYS EACH6.0006,022.50
0.0000.00
0.0000.00

0087                          9186.00 6.02511.0003,076.22
CONCRETE SURFACE MILLING SY 511.0003,076.22
0.0000.00
0.0000.00

0088                          9188.50 21.08195.0004,110.60
SURFACING UNDER GUARDRAIL SY 195.0004,110.60
0.0000.00
0.0000.00

0089                          9300.50 1,453.161.0001,453.16
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0001,453.16
0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted671,001.66
Current671,001.66
In place0.00
This Estimate0.00

GROUP 10 GENERAL ITEMS
0090                          0001.08 0.501,808.000904.00
BARRICADE, TYPE II BDAY1,808.000904.00
864.000432.00
132.00066.00

0091                          0001.10 1.851,982.0003,666.70
BARRICADE, TYPE III BDAY1,982.0003,666.70
3,168.0005,860.80
594.0001,098.90

0092                          0001.30 2.11698.0001,472.78
TYPE B HIGH INTENSITY WARNING LIGHT LDAY698.0001,472.78
378.000797.58
44.00092.84

0093                          0001.75 5.27460.0002,424.20
TEMPORARY SIGN DAY EACH460.0002,424.20
0.0000.00
0.0000.00

0094                          0001.90 0.409,506.0003,802.40
SIGN DAY EACH9,506.0003,802.40
4,092.0001,636.80
528.000211.20

0095                          0002.30 0.551,050.000577.50
PAVEMENT MARKING REMOVAL LF 1,050.000577.50
1,508.000829.40
0.0000.00

0096                          0002.31 1.003,000.0003,000.00
TEMPORARY PAVEMENT MARKING LF 3,000.0003,000.00
2,344.0002,344.00
0.0000.00

0097                          0002.55 10.04221.8202,227.07
OVERLAY BROKEN LINES STA 221.8202,227.07
0.0000.00
0.0000.00

0098                          0002.60 10.04443.6404,454.15
OVERLAY SOLID LINES STA 443.6404,454.15
0.0000.00
0.0000.00

0099                          0003.10 174.8878.00013,640.64
FLAGGING DAY 78.00013,640.64
0.0000.00
0.0000.00

0100                          0003.51 15.421,080.00016,653.60
INSTALL CONCRETE PROTECTION BARRIER LF 1,080.00016,653.60
780.00012,027.60
0.0000.00

0101                          0003.70 401.508.0003,212.00
TEMPORARY RUMBLE STRIP EACH8.0003,212.00
8.0003,212.00
0.0000.00

0102                          0003.75 11,016.171.00011,016.17
TEMPORARY TRAFFIC SIGNAL EACH1.00011,016.17
1.00011,016.17
0.0000.00

0103                          0010.04 1,405.251.0001,405.25
FIELD OFFICE EACH1.0001,405.25
0.0000.00
0.0000.00

0104                          0030.00 21,802.831.00021,802.83
MOBILIZATION LS 1.00021,802.83
1.00021,802.83
0.0000.00

0105                          9110.01 115.8520.0002,317.00
RENTAL OF LOADER, FULLY OPERATED HOUR20.0002,317.00
0.0000.00
0.0000.00

0106                          9110.02 93.6515.0001,404.75
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR15.0001,404.75
0.0000.00
0.0000.00

0107                          9110.03 87.4020.0001,748.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR20.0001,748.00
0.0000.00
0.0000.00

0108                          9110.07 67.8720.0001,357.40
RENTAL OF SKID LOADER, FULLY OPERATED HOUR20.0001,357.40
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted97,086.44
Current97,086.44
In place59,959.18
This Estimate1,468.94

Totals for contractContracted1,723,205.39
Current1,725,052.79
In place406,880.17
This Estimate40,988.54