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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0083 WERNER CONSTRUCTION, INC.
Contract ID:3291
Estimate Number:0009
Pay Period End Date:09.06.2003
Contract Location:
WEST POINT NORTHEstimate Type:PROG
Contractor:
WERNER CONSTRUCTION, INC.Date Let:11.14.2002
129 E 2ND STDate Awarded:11.21.2002
PO BOX 1087Date Contract Executed:11.27.2002
Date Notice to Proceed:11.27.2002
HASTINGS NE 68902-1087Date Work Began:02.13.2003
Phone:Date Physical Work Completed:
(402)463-4545Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
CUMING
Project Number PCT Fed State Project Number Description
31291 000  0.000 EACSTPD-9-3(102)  GR CULV SEED BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$1,562,795.35$1,173,770.57$389,024.78
$2,853,763.32Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$1,562,795.35$1,173,770.57$389,024.78
$2,825,560.32Retainage$-15,627.95$-11,737.71$-3,890.24
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
54.76%Net Earnings$1,547,167.40$1,162,032.86$385,134.54
Liquidated Damages$.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$2.77$2.77$.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$2.77$2.77$.00
Payment$1,547,170.17$1,162,035.63$385,134.54
Project ManagerDiv. Head/Dist. Eng.
Mueting, Curt09.08.2003Boyle, Pat09.12.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve09.12.2003
Controller Div. Processed
Burling, Laurie09.15.2003
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 1 GRADING
0001                          0030.10 6,400.001.0006,400.00
MOBILIZATION LS 1.0006,400.00
1.0006,400.00
0.0000.00

0002                          1009.00 3,200.001.0003,200.00
GENERAL CLEARING AND GRUBBING LS 1.0003,200.00
0.250800.00
0.0000.00

0003                          1011.00 3.00493.0001,479.00
WATER MGAL493.0001,479.00
0.0000.00
0.0000.00

0004                          1012.00 70.0057.0003,990.00
RIGHT-OF-WAY MARKERS EACH57.0003,990.00
0.0000.00
0.0000.00

0005                          1030.00 4.8235,186.000169,596.52
EARTHWORK MEASURED IN EMBANKMENT CY 35,186.000169,596.52
18,543.00089,377.26
0.0000.00

0006                          1101.00 5.00268.0001,340.00
REMOVE PAVEMENT SY 268.0001,340.00
268.0001,340.00
0.0000.00

0007                          1102.00 4.501,934.0008,703.00
REMOVE ASPHALT SURFACE SY 1,934.0008,703.00
2,364.51010,640.30
912.1004,104.45

0008                          1106.00 5.0074.000370.00
REMOVE DRIVEWAY SY 74.000370.00
74.000370.00
0.0000.00

0009                          1300.42 30.0066.0001,980.00
42" DRIVEWAY CULVERT PIPE LF 66.0001,980.00
66.0001,980.00
66.0001,980.00

0010                          7017.00 2.452,623.2506,426.96
REMOVE GUARDRAIL LF 2,623.2506,426.96
2,608.5006,390.83
0.0000.00

0011                          L020.00 1.551,961.0003,039.55
EROSION CONTROL SY 1,961.0003,039.55
0.0000.00
0.0000.00

0012                          L022.11 2.15450.000967.50
FABRIC SILT FENCE-LOW POROSITY LF 450.000967.50
0.0000.00
0.0000.00

GROUP 1 GRADINGContracted207,492.53
Current207,492.53
In place117,298.39
This Estimate6,084.45

GROUP 4 CULVERTS
0013                          0030.40 3,130.001.0003,130.00
MOBILIZATION LS 1.0003,130.00
1.0003,130.00
0.0000.00

0014                          4044.00 2,250.001.0002,250.00
PREPARATION OF STRUCTURE EACH1.0002,250.00
AT STA. 23+63.8 1.0002,250.00
0.0000.00

0015                          4044.01 3,248.001.0003,248.00
PREPARATION OF STRUCTURE EACH1.0003,248.00
AT STA. 55+94 1.0003,248.00
0.0000.00

0016                          4044.02 2,540.001.0002,540.00
PREPARATION OF STRUCTURE EACH1.0002,540.00
AT STA. 100+99 1.0002,540.00
0.0000.00

0017                          4044.03 3,712.001.0003,712.00
PREPARATION OF STRUCTURE EACH1.0003,712.00
AT STA. 425+65 1.0003,712.00
0.0000.00

0018                          4044.04 1,618.001.0001,618.00
PREPARATION OF STRUCTURE EACH1.0001,618.00
AT STA. 447+24 1.0001,618.00
0.0000.00

0019                          4051.01 11.20170.0001,904.00
EXCAVATION FOR BOX CULVERTS CY 170.0001,904.00
192.2602,153.31
0.0000.00

0020                          4101.06 242.00210.28050,887.76
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 210.28050,887.76
210.28050,887.76
0.0000.00

0021                          4151.00 0.6621,276.00014,042.16
REINFORCING STEEL FOR BOX CULVERT LB 21,276.00014,042.16
21,276.00014,042.16
0.0000.00

4001                          4051.12 21.030.0000.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT CY 100.0002,103.00
93.5001,966.31
0.0000.00

GROUP 4 CULVERTSContracted83,331.92
Current85,434.92
In place85,547.54
This Estimate0.00

GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85
0022                          0030.40 4,900.001.0004,900.00
MOBILIZATION LS 1.0004,900.00
1.0004,900.00
0.0000.00

0023                          4051.01 4.00653.0002,612.00
EXCAVATION FOR BOX CULVERTS CY 653.0002,612.00
964.0003,856.00
0.0000.00

0024                          4101.06 219.32302.85066,421.06
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 302.85066,421.06
302.85066,421.06
0.0000.00

0025                          4151.00 0.4236,607.00015,374.94
REINFORCING STEEL FOR BOX CULVERT LB 36,607.00015,374.94
36,607.00015,374.94
0.0000.00

0026                          6040.00 9,600.001.0009,600.00
REMOVE STRUCTURE EACH1.0009,600.00
AT STA. 130+85 1.0009,600.00
0.0000.00

GROUP 4A CONCRETE BOX CULVERT AT STA. 130+85Contracted98,908.00
Current98,908.00
In place100,152.00
This Estimate0.00

GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10
0027                          0030.40 4,900.001.0004,900.00
MOBILIZATION LS 1.0004,900.00
1.0004,900.00
0.0000.00

0028                          1043.50 1.04130.000135.20
RIPRAP FILTER FABRIC SY 130.000135.20
0.0000.00
0.0000.00

0029                          4051.01 8.00380.0003,040.00
EXCAVATION FOR BOX CULVERTS CY 380.0003,040.00
950.0007,600.00
0.0000.00

0030                          4101.06 218.65360.21078,759.92
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 360.21078,759.92
360.21078,759.91
0.0000.00

0031                          4151.00 0.4243,726.00018,364.92
REINFORCING STEEL FOR BOX CULVERT LB 43,726.00018,364.92
43,726.00018,364.92
0.0000.00

0032                          6040.00 9,500.001.0009,500.00
REMOVE STRUCTURE EACH1.0009,500.00
AT STA. 232+10 1.0009,500.00
0.0000.00

0033                          6105.02 29.00343.0009,947.00
ROCK RIPRAP, TYPE B TON 343.0009,947.00
0.0000.00
0.0000.00

4004                          1135.58 735.000.0000.00
REMOVE CONCRETE OBSTRUCTION LS 1.000735.00
Remove 2 existing concrete piers at 232+10. 1.000735.00
0.0000.00

GROUP 4B CONCRETE BOX CULVERT AT STA. 232+10Contracted124,647.04
Current125,382.04
In place119,859.83
This Estimate0.00

GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36
0034                          0030.40 2,500.001.0002,500.00
MOBILIZATION LS 1.0002,500.00
1.0002,500.00
0.0000.00

0035                          1043.50 1.04135.000140.40
RIPRAP FILTER FABRIC SY 135.000140.40
0.0000.00
0.0000.00

0036                          4044.00 1,500.001.0001,500.00
PREPARATION OF STRUCTURE EACH1.0001,500.00
AT STA. 242+36 1.0001,500.00
0.0000.00

0037                          4051.01 12.0020.000240.00
EXCAVATION FOR BOX CULVERTS CY 20.000240.00
20.000240.00
0.0000.00

0038                          4101.06 265.0071.98019,074.70
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 71.98019,074.70
71.98019,074.70
0.0000.00

0039                          4151.00 0.637,041.0004,435.83
REINFORCING STEEL FOR BOX CULVERT LB 7,041.0004,435.83
7,041.0004,435.83
0.0000.00

0040                          6105.02 27.00317.0008,559.00
ROCK RIPRAP, TYPE B TON 317.0008,559.00
0.0000.00
0.0000.00

GROUP 4C CONCRETE BOX CULVERT AT STA. 242+36Contracted36,449.93
Current36,449.93
In place27,750.53
This Estimate0.00

GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97
0041                          0030.40 900.001.000900.00
MOBILIZATION LS 1.000900.00
1.000900.00
0.0000.00

0042                          4044.00 3,500.001.0003,500.00
PREPARATION OF STRUCTURE EACH1.0003,500.00
AT STA. 307+97 1.0003,500.00
0.0000.00

0043                          4051.01 12.0087.0001,044.00
EXCAVATION FOR BOX CULVERTS CY 87.0001,044.00
158.2601,899.12
0.0000.00

0044                          4101.06 265.0090.08023,871.20
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT CY 90.08023,871.20
90.08023,871.20
0.0000.00

0045                          4151.00 0.639,574.0006,031.62
REINFORCING STEEL FOR BOX CULVERT LB 9,574.0006,031.62
9,574.0006,031.62
0.0000.00

GROUP 4D CONCRETE BOX CULVERT AT STA. 307+97Contracted35,346.82
Current35,346.82
In place36,201.94
This Estimate0.00

GROUP 5 SEEDING
0046                          0030.50 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
0.0000.00
0.0000.00

0047                          L001.01 430.003.5001,505.00
SEEDING, TYPE A ACRE3.5001,505.00
0.0000.00
0.0000.00

0048                          L001.02 319.0029.0009,251.00
SEEDING, TYPE B ACRE29.0009,251.00
0.0000.00
0.0000.00

0049                          L032.75 63.0074.0004,662.00
MULCH TON 74.0004,662.00
0.0000.00
0.0000.00

GROUP 5 SEEDINGContracted16,418.00
Current16,418.00
In place0.00
This Estimate0.00

GROUP 6 BRIDGE AT STA. 470+75
0050                          0030.60 40,000.001.00040,000.00
MOBILIZATION LS 1.00040,000.00
1.00040,000.00
0.0000.00

0051                          1043.50 2.50580.0001,450.00
RIPRAP FILTER FABRIC SY 580.0001,450.00
0.0000.00
0.0000.00

0052                          3050.15 200.00180.90036,180.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 180.90036,180.00
180.90036,180.00
9.2001,840.00

0053                          3051.10 0.6020,910.00012,546.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 20,910.00012,546.00
20,910.00012,546.00
2,750.0001,650.00

0054                          6000.10 5,000.001.0005,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0055                          6000.11 5,000.001.0005,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0005,000.00
1.0005,000.00
0.0000.00

0056                          6005.60 60.00108.0006,480.00
ELASTOMERIC BEARING EACH108.0006,480.00
108.0006,480.00
0.0000.00

0057                          6010.22 300.00144.10043,230.00
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 144.10043,230.00
162.25048,675.00
0.0000.00

0058                          6010.26 280.00136.60038,248.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 136.60038,248.00
274.30076,804.00
153.00042,840.00

0059                          6011.11 85,000.001.00085,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.00085,000.00
AT STA. 470+75 1.00085,000.00
0.0000.00

0060                          6030.00 50,000.001.00050,000.00
PREPARATION OF BRIDGE EACH1.00050,000.00
AT STA. 470+75 1.00050,000.00
0.0000.00

0061                          6104.00 10.00471.0004,710.00
BROKEN CONCRETE RIPRAP TON 471.0004,710.00
0.0000.00
0.0000.00

0062                          6131.50 0.6038,390.00023,034.00
EPOXY COATED REINFORCING STEEL LB 38,390.00023,034.00
38,390.00023,034.00
1,786.0001,071.60

0063                          6139.50 25.00106.0002,650.00
SUBSURFACE DRAINAGE MATTING SY 106.0002,650.00
0.0000.00
0.0000.00

0064                          6210.50 20.003,120.00062,400.00
PIPE PILING LF 3,120.00062,400.00
3,151.40063,028.00
0.0000.00

0065                          6310.00 10.003,521.90035,219.00
STEEL SHEET PILING SF 3,521.90035,219.00
3,198.58031,985.80
0.0000.00

0066                          8091.00 25.00120.0003,000.00
GRANULAR BACKFILL CY 120.0003,000.00
120.0003,000.00
0.0000.00

4003                          3900.22 147.000.0000.00
ADDITIONAL COST CY 65.0009,555.00
47B Concrete to Fill New Pipe Piling 65.6909,656.43
0.0000.00

4006                          4976.05 1,365.000.0000.00
ADDITIONAL WORK LS 1.0001,365.00
Paint existing pipe piling. 1.0001,365.00
0.0000.00

GROUP 6 BRIDGE AT STA. 470+75Contracted454,147.00
Current465,067.00
In place497,754.23
This Estimate47,401.60

GROUP 7 GUARDRAIL
0067                          0030.70 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
0.0000.00
0.0000.00

0068                          7011.20 12.00125.0001,500.00
W-BEAM GUARDRAIL LF 125.0001,500.00
0.0000.00
0.0000.00

0069                          7020.00 2,550.004.00010,200.00
BRIDGE APPROACH SECTIONS EACH4.00010,200.00
0.0000.00
0.0000.00

0070                          7024.27 1,450.004.0005,800.00
GUARDRAIL END TREATMENT, TYPE II EACH4.0005,800.00
0.0000.00
0.0000.00

GROUP 7 GUARDRAILContracted18,500.00
Current18,500.00
In place0.00
This Estimate0.00

GROUP 9 BITUMINOUS
0071                          0002.55 7.001,544.00010,808.00
OVERLAY BROKEN LINES STA 1,544.00010,808.00
1,695.82011,870.74
1,249.2208,744.54

0072                          0002.60 8.003,088.00024,704.00
OVERLAY SOLID LINES STA 3,088.00024,704.00
2,080.07016,640.56
2,080.07016,640.56

0073                          0030.20 59,500.001.00059,500.00
MOBILIZATION LS 1.00059,500.00
1.00059,500.00
0.83649,742.00

0074                          2001.00 12.50225.0002,812.50
GRAVEL SURFACE COURSE CY 225.0002,812.50
0.0000.00
0.0000.00

0075                          2010.00 30.0035.0001,050.00
CRUSHED ROCK SURFACE COURSE CY 35.0001,050.00
0.0000.00
0.0000.00

0076                          2020.00 7.501,360.00010,200.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS SY 1,360.00010,200.00
0.0000.00
0.0000.00

0077                          2021.00 50.0020.0001,000.00
MAILBOX POST EACH20.0001,000.00
0.0000.00
0.0000.00

0078                          8022.00 103.00332.00034,196.00
HYDRATED LIME TON 332.00034,196.00
284.74029,328.22
158.30016,304.90

0079                          8110.50 290.00511.857148,438.53
HYDRATED LIME SLURRY STABILIZATION STA 511.857148,438.53
504.550146,319.50
57.95016,805.50

0080                          9000.75 19.01100.0001,901.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE TON 100.0001,901.00
SP4(0.5) 24.700469.55
24.700469.55

0081                          9005.00 29.01500.00014,505.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE TON 500.00014,505.00
SP4(0.5) 0.0000.00
0.0000.00

0082                          9005.45 19.0137,030.000703,940.30
ASPHALTIC CONCRETE, TYPE SP4(0.5) TON 37,030.000703,940.30
0.0000.00
0.0000.00

0083                          9009.00 2.507,301.00018,252.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS SY 7,301.00018,252.50
0.0000.00
0.0000.00

0084                          9020.94 204.005.4001,101.60
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING TON 5.4001,101.60
1.193243.37
1.193243.37

0085                          9021.08 204.002,026.620413,430.48
PERFORMANCE GRADED BINDER (64-28) TON 2,026.620413,430.48
670.729136,828.72
670.729136,828.72

0086                          9052.15 0.8580,870.00068,739.50
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION GAL 80,870.00068,739.50
99,995.20084,995.92
52,700.68044,795.58

0087                          9053.00 1.0032,240.00032,240.00
TACK COAT GAL 32,240.00032,240.00
20,686.91020,686.91
20,686.91020,686.91

0088                          9111.00 9.00262.0002,358.00
WATER MGAL262.0002,358.00
0.0000.00
0.0000.00

0089                          9170.00 61.001,033.35563,034.66
EARTH SHOULDER CONSTRUCTION STA 1,033.35563,034.66
0.0000.00
0.0000.00

0090                          9173.15 14.001,019.71514,276.01
TRENCHED WIDENING STA 1,019.71514,276.01
1,006.00014,084.00
559.4007,831.60

0091                          9173.20 3.001,499.0004,497.00
SUBGRADE PREPARATION SY 1,499.0004,497.00
1,821.0005,463.00
1,821.0005,463.00

0092                          9188.50 20.00482.0009,640.00
SURFACING UNDER GUARDRAIL SY 482.0009,640.00
0.0000.00
0.0000.00

0093                          9300.52 5,000.001.0005,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D LS 1.0005,000.00
0.0000.00
0.0000.00

GROUP 9 BITUMINOUSContracted1,645,625.08
Current1,645,625.08
In place526,430.49
This Estimate324,556.23

GROUP 10 GENERAL ITEMS
0094                          0001.08 0.5036,670.00018,335.00
BARRICADE, TYPE II BDAY36,670.00018,335.00
672.000336.00
412.000206.00

0095                          0001.10 1.5013,798.00020,697.00
BARRICADE, TYPE III BDAY13,798.00020,697.00
14,921.00022,381.50
1,100.0001,650.00

0096                          0001.75 5.00564.0002,820.00
TEMPORARY SIGN DAY EACH564.0002,820.00
193.000965.00
193.000965.00

0097                          0001.90 0.5018,704.0009,352.00
SIGN DAY EACH18,704.0009,352.00
13,995.0006,997.50
1,857.000928.50

0098                          0003.10 185.00114.00021,090.00
FLAGGING DAY 114.00021,090.00
12.0002,220.00
12.0002,220.00

0099                          0003.20 285.0035.0009,975.00
FURNISHING AND OPERATING PILOT VEHICLE DAY 35.0009,975.00
5.0001,425.00
5.0001,425.00

0100                          0010.04 2,000.001.0002,000.00
FIELD OFFICE EACH1.0002,000.00
0.0000.00
0.0000.00

0101                          0030.10 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
0.5005,000.00
0.0000.00

0102                          9110.01 65.0045.0002,925.00
RENTAL OF LOADER, FULLY OPERATED HOUR45.0002,925.00
4.000260.00
4.000260.00

0103                          9110.02 60.0040.0002,400.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR40.0002,400.00
7.000420.00
7.000420.00

0104                          9110.03 55.0045.0002,475.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR45.0002,475.00
5.000275.00
5.000275.00

0105                          9110.06 75.005.000375.00
RENTAL OF BACKHOE, FULLY OPERATED HOUR5.000375.00
0.0000.00
0.0000.00

0106                          9110.07 50.0045.0002,250.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR45.0002,250.00
1.00050.00
1.00050.00

4002                          0001.99 0.800.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH2,900.0002,320.00
Road Closed and Road Closed/LTO 3,088.0002,470.40
260.000208.00

4005                          0005.10 125.000.0000.00
TRAFFIC CONTROL MANAGEMENT DAY 85.00010,625.00
72.0009,000.00
19.0002,375.00

4008                          0096.07 500.000.0000.00
DEDUCTION EACH3.0001,500.00
TCM liquidated damage assessment. 0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted104,694.00
Current119,139.00
In place51,800.40
This Estimate10,982.50

Totals for contractContracted2,825,560.32
Current2,853,763.32
In place1,562,795.35
This Estimate389,024.78