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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0083 WERNER CONSTRUCTION, INC.
Contract ID:4870
Estimate Number:0017
Pay Period End Date:12.21.2001
Contract Location:
NUCKOLLS/THAYER COUNTY LINE EASTEstimate Type:PROG
Contractor:
WERNER CONSTRUCTION, INC.Date Let:12.07.2000
129 E 2ND STDate Awarded:12.14.2000
PO BOX 1087Date Contract Executed:12.27.2000
Date Notice to Proceed:12.27.2000
HASTINGS NE 68902-1087Date Work Began:04.09.2001
Phone:Date Physical Work Completed:
(402)463-4545Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
THAYER
Project Number PCT Fed State Project Number Description
41870 000  0.000 EACSTPD-4-5(104)  GR SEED BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$2,381,197.53$2,369,937.98$11,259.55
$2,470,980.80Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$2,381,197.53$2,369,937.98$11,259.55
$2,470,612.69Retainage$-23,811.98$-23,699.38$-112.60
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
96.37%Net Earnings$2,357,385.55$2,346,238.60$11,146.95
Liquidated Damages-$6,175.00-$6,175.00$.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$.00
Fuel Adj$-76.14$-76.14$.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-$6,251.14-$6,251.14$.00
Payment$2,351,134.41$2,339,987.46$11,146.95
Project ManagerDiv. Head/Dist. Eng.
Vanwesten, James12.21.2001Meyer, Keith12.28.2001
Constr. Estimate Eng.Materials Eng.
Bartos, Steve12.31.2001
Controller Div. Processed
Burling, Laurie01.02.2002
Detailed breakdown of stockpiled materials
Est Nbr:0003
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00336080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Initial Payment0.0037771
Structural Steel for Substructure
00346081.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE
S.P. Initial Payment0.00037771
Structural Steel for Superstructure
Total for estimate 0003:0.00
Est Nbr:0004
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00336080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Closure0.0037771
Structural Steel for Substructure
S.P. Initial Payment1,321.2937771
Structural Steel for Substructure
00346081.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE
S.P. Closure0.00037771
Structural Steel for Superstructure
S.P. Initial Payment30,247.0337771
Structural Steel for Superstructure
Total for estimate 0004:31,568.32
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00336080.00 STRUCTURAL STEEL FOR SUBSTRUCTURE
S.P. Adjustment-1,321.2937771
Structural Steel for Substructure
Total for estimate 0006:-1,321.29
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00346081.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE
S.P. Adjustment-30,247.0337771
Structural Steel for Superstructure
Total for estimate 0008:-30,247.03
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                          L020.00 1.503,487.5005,231.25
EROSION CONTROL m2 3,487.5005,231.25
3,746.9485,620.42
0.0000.00

0002                          L022.11 10.00125.0001,250.00
FABRIC SILT FENCE-LOW POROSITY m 125.0001,250.00
125.0001,250.00
0.0000.00

0003                          0030.10 2,800.001.0002,800.00
MOBILIZATION LS 1.0002,800.00
1.0002,800.00
0.5001,400.00

0004                          1009.00 750.001.000750.00
GENERAL CLEARING AND GRUBBING LS 1.000750.00
1.000750.00
0.0000.00

0005                          1011.00 3.0075.080225.24
WATER kL 75.080225.24
0.0000.00
0.0000.00

0006                          1021.10 6.0074.000444.00
REMOVE DELINEATOR UNITS EACH74.000444.00
74.000444.00
74.000444.00

0007                          1030.00 5.503,754.00020,647.00
EARTHWORK MEASURED IN EMBANKMENT m3 3,754.00020,647.00
3,754.00020,647.00
0.0000.00

0008                          1101.00 5.40217.0001,171.80
REMOVE PAVEMENT m2 217.0001,171.80
217.0001,171.80
0.0000.00

0009                          1300.24 55.0011.500632.50
600 mm DRIVEWAY CULVERT PIPE m 11.500632.50
11.500632.50
0.0000.00

0010                          1320.36 88.0016.5001,452.00
900 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE m 16.5001,452.00
16.5001,452.00
0.0000.00

0011                          4035.00 50.001.00050.00
REMOVE FLARED-END SECTION EACH1.00050.00
0.0000.00
0.0000.00

0012                          4360.36 425.001.000425.00
900 mm METAL FLARED-END SECTION EACH1.000425.00
1.000425.00
0.0000.00

0013                          7017.00 16.00169.3902,710.24
REMOVE GUARDRAIL m 169.3902,710.24
169.3902,710.24
0.0000.00

GROUP 1 GRADINGContracted37,789.03
Current37,789.03
In place37,902.96
This Estimate1,844.00

GROUP 5 SEEDING
0014                          L001.01 1,422.007.50010,665.00
SEEDING, TYPE A ha 7.50010,665.00
8.40011,944.80
0.0000.00

0015                          L001.02 1,022.0015.00015,330.00
SEEDING, TYPE B ha 15.00015,330.00
12.60012,877.20
0.0000.00

0016                          L032.75 70.00113.0007,910.00
MULCH Mg 113.0007,910.00
94.5006,615.00
0.0000.00

0017                          0030.50 300.001.000300.00
MOBILIZATION LS 1.000300.00
1.000300.00
1.000300.00

GROUP 5 SEEDINGContracted34,205.00
Current34,205.00
In place31,737.00
This Estimate300.00

GROUP 6 BRIDGE AT STA. 64+08.42
0018                          0030.60 50,000.001.00050,000.00
MOBILIZATION LS 1.00050,000.00
1.00050,000.00
0.0000.00

0019                          1010.01 20.00110.0002,200.00
EXCAVATION (ESTABLISHED QUANTITY) m3 110.0002,200.00
110.0002,200.00
0.0000.00

0020                          1043.50 2.40123.000295.20
RIPRAP FILTER FABRIC m2 123.000295.20
123.000295.20
0.0000.00

0021                          3050.15 265.00128.70034,105.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 128.70034,105.50
128.70034,105.50
0.0000.00

0022                          3051.10 1.608,492.00013,587.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 8,492.00013,587.20
8,492.00013,587.20
0.0000.00

0023                          6000.10 3,000.001.0003,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0024                          6000.11 3,000.001.0003,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0025                          6000.60 10,000.001.00010,000.00
PIER NO.1 EXCAVATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0026                          6000.61 10,000.001.00010,000.00
PIER NO.2 EXCAVATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0027                          6005.35 200.0026.3005,260.00
PRECOMPRESSED POLYURETHANE FOAM JOINT m 26.3005,260.00
26.3005,260.00
0.0000.00

0028                          6005.78 750.0014.00010,500.00
EXPANSION BEARING, TFE TYPE EACH14.00010,500.00
14.00010,500.00
0.0000.00

0029                          6005.83 1,000.002.0002,000.00
FIXED BEARING EACH2.0002,000.00
2.0002,000.00
0.0000.00

0030                          6010.22 600.0071.70043,020.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 71.70043,020.00
72.70843,624.80
1.008604.80

0031                          6010.26 475.00142.40067,640.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 142.40067,640.00
145.46069,093.50
0.0000.00

0032                          6030.00 50,000.001.00050,000.00
PREPARATION OF BRIDGE EACH1.00050,000.00
AT STA. 64+08.42 1.00050,000.00
0.0000.00

0033                          6080.00 6.75530.0003,577.50
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 530.0003,577.50
530.0003,577.50
0.0000.00

0034                          6081.00 2.5018,295.00045,737.50
STRUCTURAL STEEL FOR SUPERSTRUCTURE kg 18,295.00045,737.50
18,295.00045,737.50
0.0000.00

0035                          6104.00 22.00215.0004,730.00
BROKEN CONCRETE RIPRAP Mg 215.0004,730.00
215.0004,730.00
0.0000.00

0036                          6131.50 1.6018,204.00029,126.40
EPOXY COATED REINFORCING STEEL kg 18,204.00029,126.40
18,204.00029,126.40
0.0000.00

0037                          6139.50 36.0050.0001,800.00
SUBSURFACE DRAINAGE MATTING m2 50.0001,800.00
50.0001,800.00
0.0000.00

0038                          6200.00 100.00295.40029,540.00
CONCRETE PILING m 295.40029,540.00
295.40029,540.00
0.0000.00

0039                          6510.55 10,000.001.00010,000.00
TEMPORARY BRIDGE SHORING LS 0.0000.00
0.0000.00
0.0000.00

0040                          6616.65 2,500.008.00020,000.00
BEARING DEVICE REPLACEMENT EACH8.00020,000.00
8.00020,000.00
0.0000.00

0041                          8091.00 30.0070.0002,100.00
GRANULAR BACKFILL m3 70.0002,100.00
108.5003,255.00
0.0000.00

4000                          6952.02 9,096.000.0000.00
SHOO-FLY EACH1.0009,096.00
Build Shoo-fly 1.0009,096.00
0.0000.00

4002                          1136.03 5,498.000.0000.00
REMOVE EACH1.0005,498.00
Remove Shoo-fly 1.0005,498.00
0.0000.00

GROUP 6 BRIDGE AT STA. 64+08.42Contracted451,219.30
Current455,813.30
In place459,026.60
This Estimate604.80

GROUP 6A BRIDGE AT STA. 144+89.5
0042                          0030.60 3,000.001.0003,000.00
MOBILIZATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0043                          6010.26 525.0012.8006,720.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 12.8006,720.00
12.8006,720.00
0.0000.00

0044                          6020.00 5.30930.6004,932.18
REINFORCING STEEL FOR BRIDGE kg 930.6004,932.18
930.6004,932.18
0.0000.00

GROUP 6A BRIDGE AT STA. 144+89.5Contracted14,652.18
Current14,652.18
In place14,652.18
This Estimate0.00

GROUP 7 GUARDRAIL
0045                          0030.70 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
1.0002,500.00
0.0000.00

0046                          7011.20 130.0019.0502,476.50
W-BEAM GUARDRAIL m 19.0502,476.50
19.0502,476.50
0.0000.00

0047                          7015.00 40.0082.9003,316.00
CABLE GUARDRAIL m 82.9003,316.00
82.9003,316.00
0.0000.00

0048                          7020.00 1,390.008.00011,120.00
BRIDGE APPROACH SECTIONS EACH8.00011,120.00
8.00011,120.00
0.0000.00

0049                          7021.70 1,800.008.00014,400.00
GUARDRAIL END TREATMENT, SRT-350 EACH8.00014,400.00
8.00014,400.00
0.0000.00

0050                          7023.00 2,170.002.0004,340.00
TERMINAL ANCHORAGE SECTIONS EACH2.0004,340.00
2.0004,340.00
0.0000.00

GROUP 7 GUARDRAILContracted38,152.50
Current38,152.50
In place38,152.50
This Estimate0.00

GROUP 9 BITUMINOUS
0051                          0030.90 42,000.001.00042,000.00
MOBILIZATION LS 1.00042,000.00
1.00042,000.00
0.0000.00

0052                          1020.03 14.0052.000728.00
DELINEATOR, TYPE III EACH52.000728.00
52.000728.00
52.000728.00

0053                          2001.00 13.50248.0003,348.00
GRAVEL SURFACE COURSE m3 548.0007,398.00
415.5405,609.79
0.0000.00

0054                          2020.00 7.50220.0001,650.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS m2 220.0001,650.00
220.0001,650.00
0.0000.00

0055                          2021.00 50.002.000100.00
MAILBOX POST EACH2.000100.00
1.00050.00
0.0000.00

0056                          8111.20 2.001,384.0002,768.00
SHOULDER SUBGRADE PREPARATION m2 1,384.0002,768.00
1,384.0002,768.00
0.0000.00

0057                          9000.75 17.001,000.00017,000.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE Mg 1,000.00017,000.00
SP2(12.5) 2,260.49938,428.48
0.0000.00

0058                          9005.00 27.00500.00013,500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE Mg 500.00013,500.00
SP2(12.5) 668.62018,052.74
0.0000.00

0059                          9005.30 17.0053,080.000902,360.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) Mg 53,080.000902,360.00
53,969.771917,486.11
0.0000.00

0060                          9009.00 2.407,934.00019,041.60
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS m2 7,934.00019,041.60
8,389.00020,133.60
0.0000.00

0061                          9009.75 30.07472.00014,193.04
TEMPORARY SURFACING m2 0.0000.00
0.0000.00
0.0000.00

0062                          9020.91 193.0054.00010,422.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING Mg 54.00010,422.00
81.87615,802.07
0.0000.00

0063                          9021.01 193.002,893.320558,410.76
PERFORMANCE GRADED BINDER (64-22) Mg 2,893.320558,410.76
2,000.855386,165.01
0.0000.00

0064                          9034.00 2.50144.000360.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS m2 144.000360.00
144.000360.00
0.0000.00

0065                          9053.00 0.26136,760.00035,557.60
TACK COAT L 136,760.00035,557.60
227,325.00059,104.50
9,295.1902,416.75

0066                          9111.00 2.251,259.0002,832.75
WATER kL 1,259.0002,832.75
0.0000.00
0.0000.00

0067                          9170.00 120.00413.30049,596.00
EARTH SHOULDER CONSTRUCTION StaM413.30049,596.00
413.30149,596.12
0.0000.00

0068                          9179.23 325.00206.83367,220.73
COLD MILLING, CLASS 3 StaM206.83367,220.73
204.59766,494.04
0.0000.00

0069                          9188.50 25.00638.00015,950.00
SURFACING UNDER GUARDRAIL m2 638.00015,950.00
638.00015,950.00
0.0000.00

0070                          9300.50 6,500.001.0006,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING LS 1.0006,500.00
1.0006,500.00
0.0000.00

4003                          9179.25 7,150.000.0000.00
COLD MILLING, CLASS 5 StaM1.0007,150.00
1.0007,150.00
0.0000.00

GROUP 9 BITUMINOUSContracted1,763,538.48
Current1,760,545.44
In place1,654,028.46
This Estimate3,144.75

GROUP 10 GENERAL ITEMS
0071                          0001.08 0.5013,834.0006,917.00
BARRICADE, TYPE II BDAY13,834.0006,917.00
31,719.00015,859.50
0.0000.00

0072                          0001.10 2.501,268.0003,170.00
BARRICADE, TYPE III BDAY1,268.0003,170.00
3,610.0009,025.00
30.00075.00

0073                          0001.30 2.50594.0001,485.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY594.0001,485.00
911.0002,277.50
15.00037.50

0074                          0001.90 0.5024,235.00012,117.50
SIGN DAY EACH24,235.00012,117.50
20,864.00010,432.00
507.000253.50

0075                          0002.30 1.31350.000458.50
PAVEMENT MARKING REMOVAL m 175.000229.25
253.594332.21
0.0000.00

0076                          0002.31 1.64480.000787.20
TEMPORARY PAVEMENT MARKING m 240.000393.60
780.5831,280.16
0.0000.00

0077                          0002.40 23.001,242.00028,566.00
TEMPORARY SOLID LINES StaM1,242.00028,566.00
1,575.93936,246.60
0.0000.00

0078                          0002.45 20.00621.00012,420.00
TEMPORARY BROKEN LINES StaM621.00012,420.00
831.11816,622.36
0.0000.00

0079                          0003.10 175.00142.00024,850.00
FLAGGING DAY 142.00024,850.00
158.00027,650.00
0.0000.00

0080                          0003.20 275.0052.00014,300.00
FURNISHING AND OPERATING PILOT VEHICLE DAY 52.00014,300.00
38.00010,450.00
0.0000.00

0081                          0003.51 40.00139.0005,560.00
INSTALL CONCRETE PROTECTION BARRIER m 55.0002,200.00
55.0002,200.00
0.0000.00

0082                          0010.04 1,000.001.0001,000.00
FIELD OFFICE EACH1.0001,000.00
0.0000.00
0.0000.00

0083                          0030.00 5,000.001.0005,000.00
MOBILIZATION LS 1.0005,000.00
1.0005,000.00
1.0005,000.00

0084                          9110.01 60.0070.0004,200.00
RENTAL OF LOADER, FULLY OPERATED HOUR70.0004,200.00
55.5003,330.00
0.0000.00

0085                          9110.02 55.0065.0003,575.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR115.0006,325.00
29.5001,622.50
0.0000.00

0086                          9110.03 50.0070.0003,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR70.0003,500.00
57.5002,875.00
0.0000.00

0087                          9110.07 45.0070.0003,150.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR70.0003,150.00
11.000495.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted131,056.20
Current129,823.35
In place145,697.83
This Estimate5,366.00

Totals for contractContracted2,470,612.69
Current2,470,980.80
In place2,381,197.53
This Estimate11,259.55