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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0810 ELK HORN CONSTRUCTION CO.
Contract ID:32961
Estimate Number:0028
Pay Period End Date:12.21.2002
Contract Location:
TILDEN NORTHEstimate Type:PROG
Contractor:
ELK HORN CONSTRUCTION CO.Date Let:07.12.2001
2243 ANDREW AVEDate Awarded:08.02.2001
PO BOX 580Date Contract Executed:08.16.2001
Date Notice to Proceed:08.16.2001
SERGEANT BLUFF IA 51054Date Work Began:09.10.2001
Phone:Date Physical Work Completed:
(712)943-4430Date Accepted:
Escrow Agent:
Surety Co:
EMPLOYERS MUTUAL CASUALTY COMPANY
Counties
ANTELOPE
MADISON
Project Number PCT Fed State Project Number Description
31296 1001  0.000 BR-2580(1)  GR CONC PAVE BR GDRL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$1,387,527.03$1,342,558.74$44,968.29
$1,424,771.65Stockpiled Materials$.01$.01$.00
Original Contract AmtGross Earnings$1,387,527.04$1,342,558.75$44,968.29
$1,415,853.78Retainage$-13,875.27$-13,425.59$-449.68
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
97.39%Net Earnings$1,373,651.77$1,329,133.16$44,518.61
Liquidated Damages-$2,180.00-$2,180.00$.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$.00
Fuel Adj$-43.05$-43.05$.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-$2,223.05-$2,223.05$.00
Payment$1,371,428.72$1,326,910.11$44,518.61
Project ManagerDiv. Head/Dist. Eng.
Davis, Rob12.23.2002Boyle, Pat12.23.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve12.24.2002
Controller Div. Processed
Burling, Laurie12.26.2002
Detailed breakdown of stockpiled materials
Est Nbr:0005
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00426310.00 STEEL SHEET PILING
S.P. Initial Payment16,106.900-360-C
steel sheet piling
Total for estimate 0005:16,106.90
Est Nbr:0006
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment8,174.65ci103024
re-steel
00426310.00 STEEL SHEET PILING
S.P. Adjustment-8,231.650-360-C
steel sheet piling
Total for estimate 0006:-57.00
Est Nbr:0007
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00416200.00 CONCRETE PILING
S.P. Initial Payment24,221.32ci105833
concrete piling
S.P. Adjustment-5,326.00ci105833
concrete piling
Total for estimate 0007:18,895.32
Est Nbr:0008
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-627.25ci103024
re-steel
00416200.00 CONCRETE PILING
S.P. Adjustment-16,696.53ci105833
concrete piling
00426310.00 STEEL SHEET PILING
S.P. Adjustment-7,875.250-360-C
steel sheet piling
Total for estimate 0008:-25,199.03
Est Nbr:0009
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00366071.11 STEEL SUPERSTRUCTURE
S.P. Initial Payment209,225.00SI-15138
steel girders
00416200.00 CONCRETE PILING
S.P. Adjustment-2,198.79ci105833
concrete piling
00616200.00 CONCRETE PILING
S.P. Initial Payment4,656.00CI106913
concrete piling
Total for estimate 0009:211,682.21
Est Nbr:0010
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00366071.11 STEEL SUPERSTRUCTURE
S.P. Adjustment-81,597.75SI-15138
steel girders
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-2,420.83ci103024
re-steel
Total for estimate 0010:-84,018.58
Est Nbr:0011
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00366071.11 STEEL SUPERSTRUCTURE
S.P. Adjustment-127,627.25SI-15138
steel girders
Total for estimate 0011:-127,627.25
Est Nbr:0012
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-953.90ci103024
re-steel
S.P. Initial Payment18,958.84ci108580
re-steel
Total for estimate 0012:18,004.94
Est Nbr:0015
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-4,172.66ci103024
re-steel
S.P. Adjustment-12,959.53ci108580
re-steel
Total for estimate 0015:-17,132.19
Est Nbr:0016
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,377.42ci108580
re-steel
Total for estimate 0016:-1,377.42
Est Nbr:0017
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,377.42ci108580
re-steel
Total for estimate 0017:-1,377.42
Est Nbr:0018
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-666.66ci108580
re-steel
00576071.11 STEEL SUPERSTRUCTURE
S.P. Initial Payment53,237.0081-16337
steel girders
00626310.00 STEEL SHEET PILING
S.P. Initial Payment16,879.500-191-C
steel sheet pile
Total for estimate 0018:69,449.84
Est Nbr:0019
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-1,454.90ci108580
re-steel
00493051.10 EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
S.P. Initial Payment4,414.81CI116558
resteel for approaches
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Initial Payment7,987.27CI116558
resteel for bridge
00616200.00 CONCRETE PILING
S.P. Adjustment-4,656.00CI106913
concrete piling
Total for estimate 0019:6,291.18
Est Nbr:0021
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-967.93CI116558
resteel for bridge
00626310.00 STEEL SHEET PILING
S.P. Adjustment-16,879.500-191-C
steel sheet pile
Total for estimate 0021:-17,847.43
Est Nbr:0022
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-578.49CI116558
resteel for bridge
Total for estimate 0022:-578.49
Est Nbr:0023
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00576071.11 STEEL SUPERSTRUCTURE
S.P. Adjustment-53,237.0081-16337
steel girders
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-457.58CI116558
resteel for bridge
Total for estimate 0023:-53,694.58
Est Nbr:0025
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00396131.50 EPOXY COATED REINFORCING STEEL
S.P. Closure-1,122.91ci108580
re-steel
00493051.10 EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
S.P. Adjustment-4,414.81CI116558
resteel for approaches
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-5,241.79CI116558
resteel for bridge
Total for estimate 0025:-10,779.51
Est Nbr:0026
Item NbrItem CdItem DescAdj AmtInvoice Nbr
00596131.50 EPOXY COATED REINFORCING STEEL
S.P. Adjustment-741.48CI116558
resteel for bridge
Total for estimate 0026:-741.48
Total remaining for contract:0.01
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 1 GRADING
0001                          L006.00 211.052.000422.10
COVER CROP SEEDING ha 2.000422.10
0.0000.00
0.0000.00

0002                          0030.10 10,666.701.00010,666.70
MOBILIZATION LS 1.00010,666.70
1.00010,666.70
0.0000.00

0003                          1009.00 15,005.231.00015,005.23
GENERAL CLEARING AND GRUBBING LS 1.00015,005.23
1.00015,005.23
0.0000.00

0004                          1011.00 1.49692.0001,031.08
WATER kL 692.0001,031.08
0.0000.00
0.0000.00

0005                          1030.00 3.5813,836.00049,532.88
EARTHWORK MEASURED IN EMBANKMENT m3 13,836.00049,532.88
13,836.00049,532.88
1,486.0005,319.88

0006                          1300.18 33.3325.600853.25
450 mm DRIVEWAY CULVERT PIPE m 25.600853.25
25.600853.25
0.0000.00

0007                          4050.01 38.463.000115.38
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS m3 3.000115.38
3.000115.38
0.0000.00

0008                          4360.48 624.252.0001,248.50
1200 mm METAL FLARED-END SECTION EACH2.0001,248.50
2.0001,248.50
0.0000.00

0009                          4380.60 167.193.500585.17
1500 mm ROUND EQUIVALENT CORRUGATED METAL PIPE m 3.500585.17
3.000501.57
0.0000.00

0010                          4390.60 871.852.0001,743.70
1500 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION EACH2.0001,743.70
2.0001,743.70
0.0000.00

GROUP 1 GRADINGContracted81,203.98
Current81,203.98
In place79,667.21
This Estimate5,319.88

GROUP 3 CONCRETE PAVEMENT
0011                          L001.01 2,000.001.4362,872.00
SEEDING, TYPE A ha 1.4362,872.00
1.9843,968.00
1.9843,968.00

0012                          L001.02 2,000.000.5641,128.00
SEEDING, TYPE B ha 0.5641,128.00
0.5641,128.00
0.5641,128.00

0013                          L032.75 200.0010.0002,000.00
MULCH Mg 10.0002,000.00
11.4502,290.00
11.4502,290.00

0014                          0002.75 1.00900.000900.00
PERMANENT PAVEMENT MARKING m 900.000900.00
0.0000.00
0.0000.00

0015                          0030.90 32,000.001.00032,000.00
MOBILIZATION LS 1.00032,000.00
1.00032,000.00
0.0000.00

0016                          2021.00 125.001.000125.00
MAILBOX POST EACH1.000125.00
0.0000.00
0.0000.00

0017                          3020.26 32.00150.4004,812.80
CONCRETE CLASS 47B-25 DRIVEWAY m2 150.4004,812.80
167.9015,372.83
0.0000.00

0018                          3070.10 75.000.75256.40
CONCRETE FOR HEADERS, CLASS 47B-20 m3 0.75256.40
0.75256.40
0.0000.00

0019                          3075.21 25.504,691.000119,620.50
180 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 4,691.000119,620.50
4,647.740118,517.38
0.0000.00

0020                          9111.00 15.00111.0001,665.00
WATER kL 111.0001,665.00
0.0000.00
0.0000.00

0021                          9170.00 400.0014.9345,973.60
EARTH SHOULDER CONSTRUCTION StaM14.9345,973.60
14.9345,973.60
14.9345,973.60

0022                          9173.20 2.954,842.00014,283.90
SUBGRADE PREPARATION m2 4,842.00014,283.90
4,849.77114,306.83
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted185,437.20
Current185,437.20
In place183,613.04
This Estimate13,359.60

GROUP 6 BRIDGE AT STA. 16+90
0023                          0030.60 80,000.001.00080,000.00
MOBILIZATION LS 1.00080,000.00
0.99679,680.00
0.0000.00

0024                          1043.50 3.00194.000582.00
RIPRAP FILTER FABRIC m2 194.000582.00
194.000582.00
0.0000.00

0025                          3050.15 220.0094.60020,812.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 94.60020,812.00
94.60020,812.00
9.1002,002.00

0026                          3051.10 1.206,284.0007,540.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 6,284.0007,540.80
6,284.0007,540.80
0.0000.00

0027                          6000.10 4,000.001.0004,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0028                          6000.11 4,000.001.0004,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0029                          6000.60 13,000.001.00013,000.00
PIER NO.1 EXCAVATION LS 1.00013,000.00
1.00013,000.00
0.0000.00

0030                          6000.61 13,000.001.00013,000.00
PIER NO.2 EXCAVATION LS 1.00013,000.00
1.00013,000.00
0.0000.00

0031                          6005.78 600.0012.0007,200.00
EXPANSION BEARING, TFE TYPE EACH12.0007,200.00
12.0007,200.00
0.0000.00

0032                          6005.83 600.004.0002,400.00
FIXED BEARING EACH4.0002,400.00
4.0002,400.00
0.0000.00

0033                          6010.22 500.00158.70079,350.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 158.70079,350.00
158.70079,350.00
0.0000.00

0034                          6010.26 400.00232.70093,080.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 232.70093,080.00
232.70093,080.00
-3.600-1,440.00

0035                          6040.00 40,000.001.00040,000.00
REMOVE STRUCTURE EACH1.00040,000.00
AT STA. 16+80.974, 15.276 M RT. 1.00040,000.00
0.0000.00

0036                          6071.11 242,000.001.000242,000.00
STEEL SUPERSTRUCTURE LS 1.000242,000.00
AT STA. 16+90 1.000242,000.00
0.0000.00

0037                          6080.00 4.50476.0002,142.00
STRUCTURAL STEEL FOR SUBSTRUCTURE kg 476.0002,142.00
476.0002,142.00
0.0000.00

0038                          6105.02 25.00193.0004,825.00
ROCK RIPRAP, TYPE B Mg 193.0004,825.00
193.8004,845.00
0.0000.00

0039                          6131.50 1.2041,204.00049,444.80
EPOXY COATED REINFORCING STEEL kg 41,204.00049,444.80
42,202.00050,642.40
0.0000.00

0040                          6139.50 35.0037.0001,295.00
SUBSURFACE DRAINAGE MATTING m2 37.0001,295.00
37.0001,295.00
0.0000.00

0041                          6200.00 75.001,151.90086,392.50
CONCRETE PILING m 1,151.90086,392.50
915.59068,669.25
0.0000.00

0042                          6310.00 122.00235.00028,670.00
STEEL SHEET PILING m2 235.00028,670.00
240.20029,304.40
0.0000.00

0043                          6610.45 375.0019.1007,162.50
STRIP SEALS m 19.1007,162.50
19.1007,162.50
0.0000.00

0044                          6951.12 2.502,088.0005,220.00
SHEAR CONNECTORS EACH2,088.0005,220.00
2,088.0005,220.00
0.0000.00

0045                          8091.00 25.00172.0004,300.00
GRANULAR BACKFILL m3 172.0004,300.00
114.0002,850.00
0.0000.00

601                           6210.59 45.000.0000.00
PAY CUT-OFF m 200.0009,000.00
133.3005,998.50
0.0000.00

GROUP 6 BRIDGE AT STA. 16+90Contracted796,416.60
Current805,416.60
In place784,773.85
This Estimate562.00

GROUP 6A BRIDGE AT STA. 21+18.00
0046                          0030.60 31,000.001.00031,000.00
MOBILIZATION LS 1.00031,000.00
1.00031,000.00
0.0000.00

0047                          1043.50 3.00251.000753.00
RIPRAP FILTER FABRIC m2 251.000753.00
248.000744.00
0.0000.00

0048                          3050.15 220.00100.70022,154.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 m3 100.70022,154.00
100.70022,154.00
0.0000.00

0049                          3051.10 1.206,609.0007,930.80
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES kg 6,609.0007,930.80
6,609.0007,930.80
0.0000.00

0050                          6000.10 4,000.001.0004,000.00
ABUTMENT NO.1 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0051                          6000.11 4,000.001.0004,000.00
ABUTMENT NO.2 EXCAVATION LS 1.0004,000.00
1.0004,000.00
0.0000.00

0052                          6005.78 600.004.0002,400.00
EXPANSION BEARING, TFE TYPE EACH4.0002,400.00
4.0002,400.00
0.0000.00

0053                          6005.83 600.004.0002,400.00
FIXED BEARING EACH4.0002,400.00
4.0002,400.00
0.0000.00

0054                          6010.22 500.0052.90026,450.00
CLASS 47B-20 CONCRETE FOR BRIDGE m3 52.90026,450.00
52.90026,450.00
-0.950-475.00

0055                          6010.26 500.0086.50043,250.00
CLASS 47BD-30 CONCRETE FOR BRIDGE m3 86.50043,250.00
86.50043,250.00
0.0000.00

0056                          6040.00 17,000.001.00017,000.00
REMOVE STRUCTURE EACH1.00017,000.00
AT STA. 21+23.847 1.00017,000.00
0.0000.00

0057                          6071.11 68,000.001.00068,000.00
STEEL SUPERSTRUCTURE LS 1.00068,000.00
AT STA. 21+18.00 1.00068,000.00
0.0000.00

0058                          6105.02 25.00261.0006,525.00
ROCK RIPRAP, TYPE B Mg 261.0006,525.00
261.0006,525.00
141.0003,525.00

0059                          6131.50 1.2011,957.00014,348.40
EPOXY COATED REINFORCING STEEL kg 11,957.00014,348.40
11,957.00014,348.40
0.0000.00

0060                          6139.50 35.0041.0001,435.00
SUBSURFACE DRAINAGE MATTING m2 41.0001,435.00
40.0001,400.00
0.0000.00

0061                          6200.00 75.00301.84022,638.00
CONCRETE PILING m 301.84022,638.00
301.84022,638.00
0.0000.00

0062                          6310.00 120.00275.00033,000.00
STEEL SHEET PILING m2 275.00033,000.00
275.00033,000.00
0.0000.00

0063                          6951.12 2.50708.0001,770.00
SHEAR CONNECTORS EACH0.0000.00
0.0000.00
0.0000.00

0064                          8091.00 25.00165.0004,125.00
GRANULAR BACKFILL m3 165.0004,125.00
165.0004,125.00
165.0004,125.00

401                           6951.12 2.3840.0000.00
SHEAR CONNECTORS EACH708.0001,687.87
revised 708.0001,687.87
0.0000.00

GROUP 6A BRIDGE AT STA. 21+18.00Contracted313,179.20
Current313,097.07
In place313,053.07
This Estimate7,175.00

GROUP 7 GUARDRAIL
0065                          0030.70 1,000.001.0001,000.00
MOBILIZATION LS 1.0001,000.00
1.0001,000.00
1.0001,000.00

0066                          7011.20 56.4219.0501,074.80
W-BEAM GUARDRAIL m 19.0501,074.80
19.0501,074.80
19.0501,074.80

0067                          7020.00 1,100.008.0008,800.00
BRIDGE APPROACH SECTIONS EACH8.0008,800.00
8.0008,800.00
8.0008,800.00

0068                          7021.45 924.007.0006,468.00
BREAKAWAY CABLE TERMINAL EACH7.0006,468.00
7.0006,468.00
7.0006,468.00

0069                          7023.50 1,128.001.0001,128.00
SPECIAL ANCHORAGE SECTION EACH1.0001,128.00
1.0001,128.00
1.0001,128.00

GROUP 7 GUARDRAILContracted18,470.80
Current18,470.80
In place18,470.80
This Estimate18,470.80

GROUP 10 GENERAL ITEMS
0070                          0001.10 1.504,856.0007,284.00
BARRICADE, TYPE III BDAY4,856.0007,284.00
3,823.0005,734.50
44.00066.00

0071                          0001.30 2.00970.0001,940.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY970.0001,940.00
486.000972.00
0.0000.00

0072                          0001.90 0.505,844.0002,922.00
SIGN DAY EACH5,844.0002,922.00
2,484.0001,242.00
30.00015.00

0073                          0003.10 150.0050.0007,500.00
FLAGGING DAY 50.0007,500.00
0.0000.00
0.0000.00

0074                          0010.04 1,500.001.0001,500.00
FIELD OFFICE EACH1.0001,500.00
0.0000.00
0.0000.00

0075                          0030.10 0.001.0000.00
MOBILIZATION LS 1.0000.00
1.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted21,146.00
Current21,146.00
In place7,948.50
This Estimate81.00

Totals for contractContracted1,415,853.78
Current1,424,771.66
In place1,387,526.47
This Estimate44,968.28