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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2762 A & R CONSTRUCTION CO.
Contract ID:3370
Estimate Number:0012
Pay Period End Date:05.14.2002
Contract Location:
IN MADISONEstimate Type:PROG
Contractor:
A & R CONSTRUCTION CO.Date Let:02.22.2001
701 N 9TH STDate Awarded:03.01.2001
PO BOX 121Date Contract Executed:03.12.2001
Date Notice to Proceed:03.12.2001
PLAINVIEW NE 68769Date Work Began:07.16.2001
Phone:Date Physical Work Completed:
(402)582-3663Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY
Counties
MADISON
Project Number PCT Fed State Project Number Description
31370 000  0.000 EACSTPD-32-5(104)  GRAD CONC PAVE CULV
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$672,587.10$669,647.10$2,940.00
$629,454.58Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$672,587.10$669,647.10$2,940.00
$610,507.95Retainage$-6,725.87$-6,696.47$-29.40
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
106.85%Net Earnings$665,861.23$662,950.63$2,910.60
Liquidated Damages$.00-$6,110.00$6,110.00
Incentives$.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$-29.60$-29.60$.00
Bituminous Adj$.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-$29.60-$6,139.60$6,110.00
Payment$665,831.63$656,811.03$9,020.60
Project ManagerDiv. Head/Dist. Eng.
Schulz, Ron05.15.2002Boyle, Pat05.17.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve05.17.2002
Controller Div. Processed
Burling, Laurie05.20.2002
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                          L020.25 2.08608.0001,264.64
WEED CONTROL FABRIC m2 608.0001,264.64
566.5681,178.46
0.0000.00

0002                          0030.10 2,700.001.0002,700.00
MOBILIZATION LS 1.0002,700.00
1.0002,700.00
0.0000.00

0003                          1009.00 3,000.001.0003,000.00
GENERAL CLEARING AND GRUBBING LS 1.0003,000.00
1.0003,000.00
0.0000.00

0004                          1010.01 3.513,581.00012,569.31
EXCAVATION (ESTABLISHED QUANTITY) m3 3,581.00012,569.31
3,581.00012,569.31
0.0000.00

0005                          1011.00 11.0040.000440.00
WATER kL 40.000440.00
0.0000.00
0.0000.00

0006                          1101.00 3.657,497.00027,364.05
REMOVE PAVEMENT m2 7,497.00027,364.05
7,411.73127,052.82
0.0000.00

0007                          1106.00 3.80778.0002,956.40
REMOVE DRIVEWAY m2 778.0002,956.40
606.8182,305.91
0.0000.00

0008                          1107.00 3.95303.0001,196.85
REMOVE WALK m2 303.0001,196.85
666.5712,632.94
0.0000.00

404                           1000.00 500.000.0000.00
LARGE TREE REMOVAL EACH2.0001,000.00
2.0001,000.00
0.0000.00

406                           1010.50 10.530.0000.00
REMOVAL OF UNSUITABLE MATERIAL m3 75.000789.75
Excavation (Established Quantity) 101.6701,070.59
0.0000.00

GROUP 1 GRADINGContracted51,491.25
Current53,281.00
In place53,510.03
This Estimate0.00

GROUP 3 CONCRETE PAVEMENT
0009                          L010.00 3.993,520.00014,044.80
SODDING m2 3,520.00014,044.80
3,936.03315,704.77
0.0000.00

0010                          0030.30 3,000.001.0003,000.00
MOBILIZATION LS 1.0003,000.00
1.0003,000.00
0.0000.00

0011                          2010.00 36.2551.0001,848.75
CRUSHED ROCK SURFACE COURSE m3 51.0001,848.75
57.4312,081.87
0.0000.00

0012                          3013.11 65.0010.420677.30
CONCRETE CLASS 47B-25 BARRIER CURB m 10.420677.30
10.890707.85
0.0000.00

0013                          3016.21 27.12568.00015,404.16
CONCRETE CLASS 47B-20 SIDEWALKS m2 568.00015,404.16
1,022.78527,737.92
0.0000.00

0014                          3020.26 32.12775.00024,893.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 775.00024,893.00
1,099.34335,310.89
0.0000.00

0015                          3075.45 35.127,715.000270,950.80
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 0.0000.00
0.0000.00
0.0000.00

0016                          8029.04 4.007,715.00030,860.00
AGGREGATE FOUNDATION COURSE 100 mm m2 0.0000.00
0.0000.00
0.0000.00

0017                          9111.00 10.00151.0001,510.00
WATER kL 151.0001,510.00
0.0000.00
0.0000.00

0018                          9170.00 196.0012.1222,375.91
EARTH SHOULDER CONSTRUCTION StaM12.1222,375.91
14.6202,865.52
0.0000.00

0019                          9173.20 1.988,490.00016,810.20
SUBGRADE PREPARATION m2 8,490.00016,810.20
8,922.69517,666.94
0.0000.00

401                           3075.45 36.350.0000.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 7,715.000280,440.25
Revised 7,823.352284,378.85
0.0000.00

402                           8029.04 3.950.0000.00
AGGREGATE FOUNDATION COURSE 100 mm m2 7,715.00030,474.25
Revised 7,823.35230,902.24
0.0000.00

407                           1016.00 183.750.0000.00
RE-ESTABLISH PROPERTY CORNER EACH16.0002,940.00
16.0002,940.00
16.0002,940.00

408                           L004.15 0.6720.0000.00
HYDRO-SEEDING m2 1,250.000840.00
1,207.783811.63
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted382,374.92
Current395,258.62
In place424,108.48
This Estimate2,940.00

GROUP 4 CULVERT
0020                          P700.12 76.5613.5001,033.56
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 13.5001,033.56
9.100696.70
0.0000.00

0021                          P700.15 84.3266.0005,565.12
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 66.0005,565.12
80.6006,796.19
0.0000.00

0022                          P700.18 93.36198.00018,485.28
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 198.00018,485.28
199.00018,578.64
0.0000.00

0023                          P700.24 115.0015.0001,725.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 15.0001,725.00
15.3001,759.50
0.0000.00

0024                          0030.40 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0025                          1119.00 350.004.0001,400.00
REMOVE INLET EACH4.0001,400.00
4.0001,400.00
0.0000.00

0026                          4002.00 3.12741.0002,311.92
CAST IRON COVER AND FRAME kg 741.0002,311.92
1,706.0005,322.72
0.0000.00

0027                          4015.00 345.005.0001,725.00
ADJUST MANHOLE TO GRADE EACH5.0001,725.00
7.0002,415.00
0.0000.00

0028                          4017.00 400.002.000800.00
TAPPING EXISTING MANHOLE EACH2.000800.00
0.0000.00
0.0000.00

0029                          4018.50 350.004.0001,400.00
TAPPING EXISTING PIPE EACH4.0001,400.00
4.0001,400.00
0.0000.00

0030                          4043.50 24.0026.500636.00
REMOVE SEWER PIPE m 26.500636.00
32.000768.00
0.0000.00

0031                          4093.80 138.36417.84057,812.34
WALL MATERIALS m2 417.84057,812.34
424.83958,780.72
0.0000.00

0032                          4095.15 18.00396.4907,136.82
COMPACTED EARTH LEVELING PAD m 396.4907,136.82
426.9007,684.20
0.0000.00

0033                          4103.06 525.001.440756.00
CLASS 47B-20 CONCRETE FOR STEP m3 1.440756.00
0.0000.00
0.0000.00

0034                          4105.56 625.0032.97120,606.87
CONCRETE FOR INLET AND JUNCTION BOX m3 32.97120,606.87
33.71021,068.76
0.0000.00

0035                          4155.50 1.341,451.6001,945.14
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 1,451.6001,945.14
1,525.0002,043.50
0.0000.00

0036                          4310.12 152.002.000304.00
300 mm FLARED-END SECTION EACH2.000304.00
2.000304.00
0.0000.00

0037                          8024.50 61.00110.6406,749.04
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE m3 110.6406,749.04
197.61012,054.21
0.0000.00

403                           4016.24 1,395.000.0000.00
MANHOLE EACH3.0004,185.00
4.0005,580.00
0.0000.00

GROUP 4 CULVERTContracted132,392.10
Current136,577.10
In place148,652.14
This Estimate0.00

GROUP 8B ELECTRICAL
0038                          A009.29 1,600.0013.00020,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25 EACH0.0000.00
0.0000.00
0.0000.00

0039                          A020.30 1,700.001.0001,700.00
LIGHTING CONTROL CENTER, TYPE R EACH1.0001,700.00
1.0001,700.00
0.0000.00

0040                          A070.10 7.52526.0003,955.52
38 mm CONDUIT IN TRENCH m 526.0003,955.52
546.0004,105.92
0.0000.00

0041                          A074.12 7.52178.0001,338.56
38 mm CONDUIT, JACKED m 0.0000.00
0.0000.00
0.0000.00

0042                          A080.22 1.451,408.0002,041.60
STREET LIGHTING CABLE, NO. 6 BARE m 1,408.0002,041.60
695.0001,007.75
0.0000.00

0043                          A080.24 1.55704.0001,091.20
STREET LIGHTING CABLE, NO. 6 USE m 704.0001,091.20
1,390.0002,154.50
0.0000.00

0044                          0030.81 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

405                           A072.10 8.120.0000.00
38 mm CONDUIT UNDER ROADWAY m 132.0001,071.84
149.0001,209.88
0.0000.00

409                           A009.27 1,627.300.0000.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-2.4-0.25 EACH13.00021,154.90
13.00021,154.90
0.0000.00

GROUP 8B ELECTRICALContracted32,926.88
Current33,015.06
In place33,332.95
This Estimate0.00

GROUP 10 GENERAL ITEMS
0045                          0001.10 1.901,976.0003,754.40
BARRICADE, TYPE III BDAY1,976.0003,754.40
3,980.0007,562.00
0.0000.00

0046                          0001.30 1.90104.000197.60
TYPE B HIGH INTENSITY WARNING LIGHT LDAY104.000197.60
219.000416.10
0.0000.00

0047                          0001.90 0.902,912.0002,620.80
SIGN DAY EACH2,912.0002,620.80
2,506.0002,255.40
0.0000.00

0048                          0010.04 2,000.001.0002,000.00
FIELD OFFICE EACH1.0002,000.00
0.0000.00
0.0000.00

0049                          0030.10 2,750.001.0002,750.00
MOBILIZATION LS 1.0002,750.00
1.0002,750.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted11,322.80
Current11,322.80
In place12,983.50
This Estimate0.00

Totals for contractContracted610,507.95
Current629,454.58
In place672,587.10
This Estimate2,940.00