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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:0013 DIAMOND ENGINEERING COMPANY/ THE
Contract ID:4150X
Estimate Number:0018
Pay Period End Date:07.12.2003
Contract Location:
CENTRAL CITY EASTEstimate Type:PROG
Contractor:
DIAMOND ENGINEERING COMPANY/ THEDate Let:03.14.2002
1521 W ANNADate Awarded:04.03.2002
PO BOX 1327Date Contract Executed:04.11.2002
Date Notice to Proceed:04.11.2002
GRAND ISLAND NE 68802Date Work Began:06.03.2002
Phone:Date Physical Work Completed:
(308)382-8362Date Accepted:07.11.2003
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
Counties
MERRICK
Project Number PCT Fed State Project Number Description
42150 000  0.000 BR-2450(2)  CULV BR GDRL BIT
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$1,857,912.71$1,747,466.67$110,446.04
$1,849,290.53Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$1,857,912.71$1,747,466.67$110,446.04
$1,847,783.03Retainage$-18,579.13$-17,474.67$-1,104.46
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
100.47%Net Earnings$1,839,333.58$1,729,992.00$109,341.58
Liquidated Damages$.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$16.53$.00$16.53
Bituminous Adj$.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$16.53$.00$16.53
Payment$1,839,350.11$1,729,992.00$109,358.11
Project ManagerDiv. Head/Dist. Eng.
Catlett, Terry07.22.2003Meyer, Keith07.23.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve07.23.2003
Controller Div. Processed
Burling, Laurie07.24.2003
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 4 CULVERT
0001                          0030.40 2,200.001.0002,200.00
MOBILIZATION LS 1.0002,200.00
1.0002,200.00
0.0000.00

0002                          4017.00 1,600.001.0001,600.00
TAPPING EXISTING MANHOLE EACH1.0001,600.00
0.0000.00
0.0000.00

0003                          4040.00 130.001.000130.00
REMOVE HEADWALLS FROM CULVERTS EACH1.000130.00
1.000130.00
0.0000.00

0004                          4043.50 9.0026.000234.00
REMOVE SEWER PIPE LF 26.000234.00
65.000585.00
0.0000.00

0005                          4100.06 1,040.002.7002,808.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL CY 2.7002,808.00
2.7002,808.00
0.0000.00

0006                          4130.06 1,230.000.140172.20
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG CY 0.140172.20
0.280344.40
0.0000.00

0007                          4150.00 0.69290.000200.10
REINFORCING STEEL FOR HEADWALL LB 290.000200.10
290.000200.10
0.0000.00

0008                          4600.18 48.00380.00018,240.00
18" REINFORCED CONCRETE SEWER PIPE LF 380.00018,240.00
380.00018,240.00
0.0000.00

GROUP 4 CULVERTContracted25,584.30
Current25,584.30
In place24,507.50
This Estimate0.00

GROUP 6 BRIDGE AT STA. 14+70
0009                          0030.60 32,000.001.00032,000.00
MOBILIZATION LS 1.00032,000.00
1.00032,000.00
0.0000.00

0010                          1010.01 5.00599.0002,995.00
EXCAVATION (ESTABLISHED QUANTITY) CY 599.0002,995.00
599.0002,995.00
599.0002,995.00

0011                          1043.50 1.75885.0001,548.75
RIPRAP FILTER FABRIC SY 885.0001,548.75
885.0001,548.75
0.0000.00

0012                          3050.15 190.00165.30031,407.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 CY 165.30031,407.00
165.31031,408.90
0.0000.00

0013                          3051.10 0.5518,135.0009,974.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 18,135.0009,974.25
18,108.0009,959.40
0.0000.00

0014                          6000.10 3,600.001.0003,600.00
ABUTMENT NO.1 EXCAVATION LS 1.0003,600.00
1.0003,600.00
0.0000.00

0015                          6000.11 3,600.001.0003,600.00
ABUTMENT NO.2 EXCAVATION LS 1.0003,600.00
1.0003,600.00
0.0000.00

0016                          6000.60 8,000.001.0008,000.00
PIER NO.1 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0017                          6000.61 8,000.001.0008,000.00
PIER NO.2 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0018                          6000.62 8,000.001.0008,000.00
PIER NO.3 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0019                          6000.63 8,000.001.0008,000.00
PIER NO.4 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0020                          6000.64 8,000.001.0008,000.00
PIER NO.5 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0021                          6000.65 8,000.001.0008,000.00
PIER NO.6 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0022                          6000.66 8,000.001.0008,000.00
PIER NO.7 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0023                          6000.67 8,000.001.0008,000.00
PIER NO.8 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0024                          6000.68 8,000.001.0008,000.00
PIER NO.9 EXCAVATION LS 1.0008,000.00
1.0008,000.00
0.0000.00

0025                          6005.35 89.00100.5008,944.50
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 0.0000.00
0.0000.00
0.0000.00

0026                          6005.78 1,065.0064.00068,160.00
EXPANSION BEARING, TFE TYPE EACH64.00068,160.00
64.00068,160.00
0.0000.00

0027                          6005.83 232.0016.0003,712.00
FIXED BEARING EACH16.0003,712.00
16.0003,712.00
0.0000.00

0028                          6010.22 287.50662.500190,468.75
CLASS 47B-3000 CONCRETE FOR BRIDGE CY 662.500190,468.75
662.500190,468.78
0.0000.00

0029                          6010.26 285.00974.400277,704.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 974.400277,704.00
974.400277,704.00
0.0000.00

0030                          6011.11 568,000.001.000568,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE LS 1.000568,000.00
AT STA. 14+70 1.000568,000.00
0.0000.00

0031                          6080.00 1.698,245.00013,934.05
STRUCTURAL STEEL FOR SUBSTRUCTURE LB 8,245.00013,934.05
7,245.00012,244.05
0.0000.00

0032                          6095.00 510.0030.00015,300.00
STEEL DIAPHRAGM EACH30.00015,300.00
30.00015,300.00
0.0000.00

0033                          6105.02 33.00761.00025,113.00
ROCK RIPRAP, TYPE B TON 761.00025,113.00
761.00025,113.00
0.0000.00

0034                          6131.50 0.55258,990.000142,444.50
EPOXY COATED REINFORCING STEEL LB 258,990.000142,444.50
258,990.000142,444.50
0.0000.00

0035                          6200.00 28.506,500.000185,250.00
CONCRETE PILING LF 6,500.000185,250.00
7,551.000215,203.50
0.0000.00

0036                          6251.00 4,000.002.0008,000.00
TEST PILE EACH2.0008,000.00
2.0008,000.00
0.0000.00

0037                          6310.00 12.502,601.00032,512.50
STEEL SHEET PILING SF 2,601.00032,512.50
2,601.00032,512.50
0.0000.00

4000                          6005.35 104.000.0000.00
PRECOMPRESSED POLYURETHANE FOAM JOINT LF 100.50010,452.00
"DOW Corning 902 RCS Joint Sealant" 100.50010,452.00
100.50010,452.00

GROUP 6 BRIDGE AT STA. 14+70Contracted1,696,668.30
Current1,698,175.80
In place1,726,426.38
This Estimate13,447.00

GROUP 7 GUARDRAIL
0038                          0030.70 500.001.000500.00
MOBILIZATION LS 1.000500.00
1.000500.00
1.000500.00

0039                          7020.00 1,006.004.0004,024.00
BRIDGE APPROACH SECTIONS EACH4.0004,024.00
4.0004,024.00
4.0004,024.00

0040                          7021.45 845.004.0003,380.00
BREAKAWAY CABLE TERMINAL EACH4.0003,380.00
4.0003,380.00
4.0003,380.00

GROUP 7 GUARDRAILContracted7,904.00
Current7,904.00
In place7,904.00
This Estimate7,904.00

GROUP 9 BITUMINOUS
0041                          0030.90 14,500.001.00014,500.00
MOBILIZATION LS 1.00014,500.00
1.00014,500.00
1.00014,500.00

0042                          2001.00 14.38320.0004,601.60
GRAVEL SURFACE COURSE CY 320.0004,601.60
323.5004,651.93
323.5004,651.93

0043                          4015.00 800.001.000800.00
ADJUST MANHOLE TO GRADE EACH1.000800.00
1.000800.00
0.0000.00

0044                          9005.30 28.681,430.00041,012.40
ASPHALTIC CONCRETE, TYPE SP2(0.5) TON 1,430.00041,012.40
1,443.43041,397.57
1,443.43041,397.57

0045                          9009.00 9.28255.0002,366.40
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS SY 255.0002,366.40
255.0002,366.40
255.0002,366.40

0046                          9021.08 185.0077.22014,285.70
PERFORMANCE GRADED BINDER (64-28) TON 77.22014,285.70
70.34013,012.90
70.34013,012.90

0047                          9053.00 1.251,340.0001,675.00
TACK COAT GAL 1,340.0001,675.00
950.0001,187.50
950.0001,187.50

0048                          9111.00 8.0016.000128.00
WATER MGAL16.000128.00
31.200249.60
31.200249.60

0049                          9170.00 98.0022.1942,175.01
EARTH SHOULDER CONSTRUCTION STA 22.1942,175.01
22.1942,175.01
22.1942,175.01

0050                          9173.20 2.383,214.0007,649.32
SUBGRADE PREPARATION SY 3,214.0007,649.32
3,214.0007,649.32
3,214.0007,649.32

GROUP 9 BITUMINOUSContracted89,193.43
Current89,193.43
In place87,990.23
This Estimate87,190.23

GROUP 10 GENERAL ITEMS
0051                          0001.10 2.005,952.00011,904.00
BARRICADE, TYPE III BDAY5,952.00011,904.00
4,254.0008,508.00
772.0001,544.00

0052                          0001.30 2.00992.0001,984.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY992.0001,984.00
204.000408.00
0.0000.00

0053                          0001.90 0.759,920.0007,440.00
SIGN DAY EACH9,920.0007,440.00
2,891.0002,168.25
481.000360.75

0054                          0002.55 50.0011.100555.00
OVERLAY BROKEN LINES STA 11.100555.00
0.0000.00
0.0000.00

0055                          0010.04 5,250.001.0005,250.00
FIELD OFFICE EACH1.0005,250.00
0.0000.00
0.0000.00

0056                          0020.00 0.801,000.000800.00
TRAINING HOUR1,000.000800.00
0.0000.00
0.0000.00

0057                          0030.10 500.001.000500.00
MOBILIZATION LS 1.000500.00
0.0000.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted28,433.00
Current28,433.00
In place11,084.25
This Estimate1,904.75

Totals for contractContracted1,847,783.03
Current1,849,290.53
In place1,857,912.36
This Estimate110,445.98