Return to District Map


Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:1802 CRAMER AND ASSOCIATES, INC.
Contract ID:2987A
Estimate Number:0005
Pay Period End Date:01.06.2003
Contract Location:
IN OMAHAEstimate Type:PROG
Contractor:
CRAMER AND ASSOCIATES, INC.Date Let:08.01.2002
990 NE 44TH AVEDate Awarded:08.05.2002
Date Contract Executed:08.13.2002
Date Notice to Proceed:08.13.2002
DES MOINES IA 50313Date Work Began:09.09.2002
Phone:Date Physical Work Completed:
(515)265-1447Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
Counties
DOUGLAS
Project Number PCT Fed State Project Number Description
21987A 000  0.000 STR-80-9(1137)  BRIDGE
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$475,208.88$362,345.59$112,863.29
$438,432.84Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$475,208.88$362,345.59$112,863.29
$289,038.90Retainage$-4,752.09$-3,623.46$-1,128.63
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
108.39%Net Earnings$470,456.79$358,722.13$111,734.66
Liquidated Damages$.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$.00
Fuel Adj$.00$.00$.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$.00
Total for Adjustments$.00$.00$.00
Payment$470,456.79$358,722.13$111,734.66
Project ManagerDiv. Head/Dist. Eng.
Zelensky, Rich01.06.2003Lech, Marvin (Marv)01.07.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.07.2003
Controller Div. Processed
Burling, Laurie01.08.2003
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 6 BRIDGE AT STA. 735+65.54
0001                          0030.60 6,500.001.0006,500.00
MOBILIZATION LS 1.0006,500.00
1.0006,500.00
0.0000.00

0002                          1101.25 2.50202.000505.00
SAWING PAVEMENT LF 202.000505.00
202.000505.00
0.0000.00

0003                          6004.50 47.00151.6007,125.20
EXPANSION JOINT LF 151.6007,125.20
151.6007,125.20
0.0000.00

0004                          6010.26 250.00137.50034,375.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 137.50034,375.00
134.58033,645.00
0.0000.00

0005                          6030.00 17,200.001.00017,200.00
PREPARATION OF BRIDGE EACH1.00017,200.00
AT STA. 735+65.54 1.00017,200.00
0.1452,494.00

0006                          6131.50 1.004,590.0004,590.00
EPOXY COATED REINFORCING STEEL LB 4,590.0004,590.00
4,590.0004,590.00
0.0000.00

4001                          3090.10 60.000.0000.00
10" CONCRETE PAVEMENT SY 256.00015,360.00
47BD with Type III cement. Cross-over at "I" Street. 256.00015,360.00
0.0000.00

4002                          4029.10 1,250.000.0000.00
GRATE INLET EACH1.0001,250.00
Install Grate Inlet at Sta. 707+50 Lt. @ Concrete Ring.Grade Soil for Drainage. 1.0001,250.00
0.0000.00

4003                          A580.94 750.000.0000.00
INSTALL EACH1.000750.00
Install and Remove (RIGHT) Sign Covers on Overhead Trusses.Cover Conflicting Signs with Tarps. Price is Per Weekend. 1.000750.00
0.0000.00

4004                          0096.07 -2,500.000.0000.00
DEDUCTION EACH1.000-2,500.00
Deduction for working weekdays on W.B. I-80. 1.000-2,500.00
0.0000.00

4005                          9179.79 19.030.0000.00
MILLING FOR ASPHALTIC CONCRETE INLAY SY 320.0006,089.60
W.B. I-80 413.5607,870.05
0.0000.00

4006                          9005.45 110.520.0000.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) TON 84.0009,283.68
W.B. I-80 81.7309,032.80
0.0000.00

4021                          A100.00 660.000.0000.00
WIRING FOR UNDERDECK LIGHTING LS 1.000660.00
1.000660.00
1.000660.00

GROUP 6 BRIDGE AT STA. 735+65.54Contracted70,295.20
Current101,188.48
In place101,988.05
This Estimate3,154.00

GROUP 6A BRIDGE AT STA. 735+65.54
0007                          0030.60 6,500.001.0006,500.00
MOBILIZATION LS 1.0006,500.00
1.0006,500.00
0.0000.00

0008                          1101.25 2.50209.000522.50
SAWING PAVEMENT LF 209.000522.50
209.000522.50
0.0000.00

0009                          6004.50 47.00151.6007,125.20
EXPANSION JOINT LF 151.6007,125.20
151.6007,125.20
0.0000.00

0010                          6010.26 250.00137.50034,375.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 137.50034,375.00
149.87037,467.50
0.0000.00

0011                          6030.00 17,200.001.00017,200.00
PREPARATION OF BRIDGE EACH1.00017,200.00
AT STA. 735+65.54 1.00017,200.00
0.0000.00

0012                          6131.50 1.004,925.0004,925.00
EPOXY COATED REINFORCING STEEL LB 4,925.0004,925.00
4,925.0004,925.00
0.0000.00

4007                          9179.79 19.030.0000.00
MILLING FOR ASPHALTIC CONCRETE INLAY SY 254.0004,833.62
E.B. I-80 331.5506,309.40
0.0000.00

4008                          9005.45 110.520.0000.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) TON 95.00010,499.40
E.B. I - 80 111.32012,303.09
0.0000.00

4009                          0030.50 2,200.000.0000.00
MOBILIZATION LS 1.0002,200.00
Traffic Control 1.0002,200.00
0.0000.00

4010                          0002.75 3.500.0000.00
PERMANENT PAVEMENT MARKING LF 960.0003,360.00
839.0002,936.50
0.0000.00

GROUP 6A BRIDGE AT STA. 735+65.54Contracted70,647.70
Current91,540.72
In place97,489.19
This Estimate0.00

GROUP 6B BRIDGE AT STA. 11+74.56
0013                          0030.10 5,500.001.0005,500.00
MOBILIZATION LS 1.0005,500.00
1.0005,500.00
0.0000.00

0014                          1101.25 2.50180.000450.00
SAWING PAVEMENT LF 180.000450.00
180.000450.00
0.0000.00

0015                          6004.50 100.0092.3009,230.00
EXPANSION JOINT LF 92.3009,230.00
92.3009,230.00
0.0000.00

0016                          6010.26 1,850.006.50012,025.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 6.50012,025.00
6.50012,025.00
0.0000.00

0017                          6030.00 17,900.001.00017,900.00
PREPARATION OF BRIDGE EACH1.00017,900.00
AT STA. 11+74.56 1.00017,900.00
0.0000.00

0018                          6131.50 2.00825.0001,650.00
EPOXY COATED REINFORCING STEEL LB 825.0001,650.00
825.0001,650.00
0.0000.00

GROUP 6B BRIDGE AT STA. 11+74.56Contracted46,755.00
Current46,755.00
In place46,755.00
This Estimate0.00

GROUP 6C BRIDGE AT STA. 1064+63.43
0019                          0030.60 5,500.001.0005,500.00
MOBILIZATION LS 1.0005,500.00
1.0005,500.00
0.0000.00

0020                          1101.25 2.5081.000202.50
SAWING PAVEMENT LF 38.00095.00
38.00095.00
0.0000.00

0021                          6010.26 250.0025.6006,400.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 25.6006,400.00
112.63028,157.50
0.0000.00

0022                          6030.00 6,000.001.0006,000.00
PREPARATION OF BRIDGE EACH1.0006,000.00
AT STA. 1064+63.43 1.0006,000.00
0.0000.00

0023                          6131.50 0.7017,015.00011,910.50
EPOXY COATED REINFORCING STEEL LB 3,115.5002,180.85
3,115.5002,180.85
0.0000.00

4011                          0030.01 19,500.000.0000.00
ADDITIONAL MOBILIZATION LS 1.00019,500.00
Additional Mobilization for Full Bridge Approach Removal. 1.00019,500.00
1.00019,500.00

4012                          4044.90 30,000.000.0000.00
PREPARATION OF EXISTING STRUCTURE REVISED EACH1.00030,000.00
Additional Preparation for Full Bridge Approach Removal. 1.00030,000.00
1.00030,000.00

4013                          3051.10 1.000.0000.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES LB 11,422.00011,422.00
Revised Price for Full Removal of Bridge Approach. 11,422.00011,422.00
11,422.00011,422.00

4014                          6802.00 30.000.0000.00
INSTALL REINFORCING STEEL FOR ABUTMENT WALLS EACH100.0003,000.00
Installing # 8 Dowels Into Abutment Wall. 90.0002,700.00
90.0002,700.00

4015                          6004.50 100.000.0000.00
EXPANSION JOINT LF 37.0003,700.00
Installing 5 " Polytite Expansion Joint. 37.0003,700.00
37.0003,700.00

4016                          9035.00 67.570.0000.00
PREPARE EXPANSION RELIEF JOINT LF 37.0002,500.09
Sawcutting, Removal and Preparation of 37' Joint. Left Shoulder and Two Left Lane E.B. I-80 Sta. 1064+63.43. 37.0002,500.09
37.0002,500.09

4017                          6004.50 75.000.0000.00
EXPANSION JOINT LF 80.0006,000.00
Installing 2.5 " Polytite Expansion Joint. 80.0006,000.00
80.0006,000.00

4018                          3211.30 3.000.0000.00
SEALING JOINTS LF 400.0001,200.00
462.0001,386.00
462.0001,386.00

GROUP 6C BRIDGE AT STA. 1064+63.43Contracted30,013.00
Current97,497.94
In place119,141.44
This Estimate77,208.09

GROUP 6D BRIDGE AT STA. 1286+63
0024                          0030.60 5,500.001.0005,500.00
MOBILIZATION LS 1.0005,500.00
1.0005,500.00
0.0000.00

0025                          1101.25 2.5012.00030.00
SAWING PAVEMENT LF 12.00030.00
0.0000.00
0.0000.00

0026                          6004.50 80.0096.0007,680.00
EXPANSION JOINT LF 96.0007,680.00
96.0007,680.00
0.0000.00

0027                          6010.26 3,200.000.3501,120.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE CY 0.3501,120.00
0.3501,120.00
0.0000.00

0028                          6030.00 8,300.001.0008,300.00
PREPARATION OF BRIDGE EACH1.0008,300.00
AT STA. 1286+63.00 1.0008,300.00
0.0000.00

0029                          6107.00 40.00340.00013,600.00
CONCRETE SLOPE PROTECTION SY 340.00013,600.00
340.00013,600.00
0.0000.00

4019                          4976.05 1,218.810.0000.00
ADDITIONAL WORK LS 1.0001,218.81
Extra Work for Backfilling Abut and Replacing Sidewalk. 1.0001,218.81
1.0001,218.81

GROUP 6D BRIDGE AT STA. 1286+63Contracted36,230.00
Current37,448.81
In place37,418.81
This Estimate1,218.81

GROUP 10 GENERAL ITEMS
0030                          0001.08 0.501,424.000712.00
BARRICADE, TYPE II BDAY1,424.000712.00
2,945.0001,472.50
177.00088.50

0031                          0001.10 10.00224.0002,240.00
BARRICADE, TYPE III BDAY224.0002,240.00
466.0004,660.00
25.000250.00

0032                          0001.30 10.0040.000400.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY40.000400.00
0.0000.00
0.0000.00

0033                          0001.75 20.00200.0004,000.00
TEMPORARY SIGN DAY EACH200.0004,000.00
856.00017,120.00
54.0001,080.00

0034                          0001.90 3.00632.0001,896.00
SIGN DAY EACH632.0001,896.00
0.0000.00
0.0000.00

0035                          0002.39 2.003,200.0006,400.00
TEMPORARY PAVEMENT MARKING, TYPE II LF 3,200.0006,400.00
0.0000.00
0.0000.00

0036                          0002.43 3.00500.0001,500.00
TEMPORARY PAVEMENT MARKING, TYPE II BLACK LF 500.0001,500.00
0.0000.00
0.0000.00

0037                          0002.48 3.00650.0001,950.00
TEMPORARY RAISED PAVEMENT MARKER EACH650.0001,950.00
0.0000.00
0.0000.00

0038                          0002.97 240.0050.00012,000.00
FLASHING ARROW PANEL DAY 50.00012,000.00
74.00017,760.00
4.000960.00

0039                          0003.10 250.0010.0002,500.00
FLAGGING DAY 10.0002,500.00
4.0001,000.00
0.0000.00

0040                          0030.10 1,500.001.0001,500.00
MOBILIZATION LS 1.0001,500.00
1.0001,500.00
0.0000.00

4020                          7050.02 28,903.890.0000.00
ADDITIONAL COMPENSATION LS 1.00028,903.89
Project Incentive 1.00028,903.89
1.00028,903.89

GROUP 10 GENERAL ITEMSContracted35,098.00
Current64,001.89
In place72,416.39
This Estimate31,282.39

Totals for contractContracted289,038.90
Current438,432.84
In place475,208.88
This Estimate112,863.29