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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0880 CHRISTENSEN BROS., INC.
Contract ID:	1853X
Estimate Number:	0026
Pay Period End Date:	07.05.2003

Contract Location:
ROCA SPUR	Estimate Type:	PROG
Contractor:
CHRISTENSEN BROS., INC.	Date Let:	12.06.2001
644 RIVER ROAD	Date Awarded:	12.20.2001
PO BOX 478	Date Contract Executed:	01.15.2002
	Date Notice to Proceed:	03.11.2002
CHEROKEE IA 51012	Date Work Began:	03.11.2002
Phone:	Date Physical Work Completed:
(712)225-6146	Date Accepted:
Escrow Agent:
Surety Co:
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD

Counties
LANCASTER

Project Number		PCT			Fed State Project Number		Description
11853 000		0.000			EACSTPD-EACBR-S55F(102)		GRAD CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,528,798.13	$1,527,790.13	$1,008.00
$1,581,266.24	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,528,798.13	$1,527,790.13	$1,008.00
$1,478,120.53	Retainage	$-15,287.98	$-15,277.90	$-10.08
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
96.68%	Net Earnings	$1,513,510.15	$1,512,512.23	$997.92
	Liquidated Damages	-$11,824.00	-$11,824.00	$.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	$711.30	$711.30	$.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	-$11,112.70	-$11,112.70	$.00
	Payment	$1,502,397.45	$1,501,399.53	$997.92
Project Manager			Div. Head/Dist. Eng.
Traudt, Bob	07.07.2003		Sklenar, Michael J	07.08.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.08.2003
Controller Div. Processed
Burling, Laurie	07.08.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L006.00	130.00	7.700	1,001.00
COVER CROP SEEDING	ha	7.700	1,001.00
		7.700	1,001.00
		0.000	0.00
0002                          L020.00	1.60	1,542.000	2,467.20
EROSION CONTROL	m2	1,542.000	2,467.20
		2,040.300	3,264.48
		0.000	0.00
0003                          L020.01	6.20	2,266.500	14,052.30
EROSION CONTROL, TYPE A	m2	2,266.500	14,052.30
		2,266.500	14,052.30
		0.000	0.00
0004                          L020.09	12.00	348.400	4,180.80
EROSION CONTROL, TYPE AAA	m2	348.400	4,180.80
		291.200	3,494.40
		0.000	0.00
0005                          L020.10	1.70	8,773.300	14,914.61
EROSION CONTROL, TYPE HV	m2	8,773.300	14,914.61
		8,437.550	14,343.84
		0.000	0.00
0006                          L021.01	14.50	168.000	2,436.00
EROSION CHECKS, TYPE A	BALE	168.000	2,436.00
		134.000	1,943.00
		0.000	0.00
0007                          L021.06	13.50	385.000	5,197.50
EROSION CHECKS, TYPE HV	BALE	385.000	5,197.50
		388.000	5,238.00
		0.000	0.00
0008                          L021.15	18.00	84.000	1,512.00
EROSION CHECKS, TYPE ST-HV	BALE	84.000	1,512.00
		84.000	1,512.00
		0.000	0.00
0009                          L022.11	7.00	388.500	2,719.50
FABRIC SILT FENCE-LOW POROSITY	m	388.500	2,719.50
		745.200	5,216.40
		0.000	0.00
0010                          L022.12	8.00	163.500	1,308.00
FABRIC SILT FENCE-HIGH POROSITY	m	163.500	1,308.00
		180.100	1,440.80
		0.000	0.00
0011                          0030.10	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0012                          1009.00	6,000.00	1.000	6,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0013                          1010.00	2.40	36,749.000	88,197.60
EXCAVATION	m3	36,749.000	88,197.60
		36,913.250	88,591.80
		0.000	0.00
0014                          1011.00	3.00	920.000	2,760.00
WATER	kL	920.000	2,760.00
		0.000	0.00
		0.000	0.00
0015                          1012.00	62.00	48.000	2,976.00
RIGHT-OF-WAY MARKERS	EACH	48.000	2,976.00
		48.000	2,976.00
		0.000	0.00
0016                          1043.50	1.90	3,456.000	6,566.40
RIPRAP FILTER FABRIC	m2	3,456.000	6,566.40
		3,737.405	7,101.07
		0.000	0.00
0017                          1060.03	400.00	3.000	1,200.00
GABION, TYPE C	EACH	3.000	1,200.00
		3.000	1,200.00
		0.000	0.00
0018                          1060.06	250.00	3.000	750.00
GABION, TYPE F	EACH	3.000	750.00
		3.000	750.00
		0.000	0.00
0019                          1101.00	3.70	8,439.000	31,224.30
REMOVE PAVEMENT	m2	8,439.000	31,224.30
		8,052.033	29,792.52
		0.000	0.00
0020                          1102.00	3.10	43.000	133.30
REMOVE ASPHALT SURFACE	m2	343.000	1,063.30
		296.404	918.86
		0.000	0.00
0021                          1143.00	3.10	41.000	127.10
REMOVE DRIVEWAY CULVERT PIPE	m	41.000	127.10
		41.000	127.10
		0.000	0.00
0022                          1405.00	19.00	41.000	779.00
RELAYING DRIVEWAY CULVERT PIPE	m	34.000	646.00
		34.000	646.00
		0.000	0.00
0023                          1701.24	55.00	139.800	7,689.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	139.800	7,689.00
		137.500	7,562.50
		0.000	0.00
0024                          1701.48	64.00	33.000	2,112.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	33.000	2,112.00
		33.000	2,112.00
		0.000	0.00
0025                          6105.02	23.00	3,324.000	76,452.00
ROCK RIPRAP, TYPE B	Mg	3,324.000	76,452.00
		3,279.284	75,423.53
		0.000	0.00
4014                          2011.05	24.31	0.000	0.00
CRUSHED ROCK FOR TEMPORARY SURFACING	Mg	250.000	6,077.50
		341.774	8,308.52
		0.000	0.00
4016                          0095.00	669.38	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	669.38
FOR ADDITIONAL DRIVEWAY CULVERT PIPES		1.000	669.38
		0.000	0.00
4017                          1705.48	44.80	0.000	0.00
1200 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE,TYPE 2,3,4 OR 5	m	34.000	1,523.20
STA. 39+40 RT		34.000	1,523.20
		0.000	0.00
GROUP 1 GRADING		Contracted	281,755.61
		Current	290,822.69
		In place	290,208.70
		This Estimate	0.00
GROUP 4 CULVERTS
0026                          P127.48	454.00	107.500	48,805.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	107.500	48,805.00
		107.500	48,805.00
		0.000	0.00
0027                          P140.36	135.00	22.100	2,983.50
900 mm CULVERT PIPE, TYPE 4	m	22.100	2,983.50
		22.100	2,983.50
		0.000	0.00
0028                          P300.18	83.00	28.100	2,332.30
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	21.100	1,751.30
		18.800	1,560.40
		0.000	0.00
0029                          P300.24	89.00	24.900	2,216.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	31.900	2,839.10
		33.100	2,945.90
		0.000	0.00
0030                          P300.48	150.00	9.700	1,455.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.700	1,455.00
		9.700	1,455.00
		0.000	0.00
0031                          P500.24	100.00	20.000	2,000.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	20.000	2,000.00
		20.000	2,000.00
		0.000	0.00
0032                          0030.40	9,000.00	1.000	9,000.00
MOBILIZATION	LS	1.000	9,000.00
		1.000	9,000.00
		0.000	0.00
0033                          4004.50	2.20	290.000	638.00
CAST IRON GRATE AND FRAME	kg	501.000	1,102.20
		501.000	1,102.20
		0.000	0.00
0034                          4035.00	100.00	6.000	600.00
REMOVE FLARED-END SECTION	EACH	6.000	600.00
		6.000	600.00
		0.000	0.00
0035                          4040.00	150.00	2.000	300.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	300.00
		2.000	300.00
		0.000	0.00
0036                          4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 20+54.11		1.000	2,000.00
		0.000	0.00
0037                          4044.01	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 23+25.78		1.000	2,000.00
		0.000	0.00
0038                          4050.01	58.00	232.000	13,456.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	228.600	13,258.80
		228.600	13,258.80
		0.000	0.00
0039                          4051.01	51.00	165.000	8,415.00
EXCAVATION FOR BOX CULVERTS	m3	194.781	9,933.83
		194.781	9,933.83
		0.000	0.00
0040                          4100.06	800.00	6.760	5,408.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	8.860	7,088.00
		8.860	7,088.00
		0.000	0.00
0041                          4101.06	430.00	81.810	35,178.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	88.992	38,266.56
		88.922	38,236.46
		0.000	0.00
0042                          4105.59	800.00	1.530	1,224.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	2.100	1,680.00
		2.100	1,680.00
		0.000	0.00
0043                          4107.07	430.00	0.830	356.90
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.500	645.00
		1.500	645.00
		0.000	0.00
0044                          4150.00	2.20	563.000	1,238.60
REINFORCING STEEL FOR HEADWALL	kg	743.000	1,634.60
		743.000	1,634.60
		0.000	0.00
0045                          4151.00	1.30	4,075.000	5,297.50
REINFORCING STEEL FOR BOX CULVERT	kg	4,391.997	5,709.60
		4,391.997	5,709.60
		0.000	0.00
0046                          4155.50	2.20	49.000	107.80
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	70.000	154.00
		70.000	154.00
		0.000	0.00
0047                          4157.00	2.20	27.000	59.40
REINFORCING STEEL FOR COLLARS	kg	73.000	160.60
		73.000	160.60
		0.000	0.00
0048                          4310.18	130.00	2.000	260.00
450 mm FLARED-END SECTION	EACH	2.000	260.00
		2.000	260.00
		0.000	0.00
0049                          4310.24	160.00	4.000	640.00
600 mm FLARED-END SECTION	EACH	4.000	640.00
		4.000	640.00
		0.000	0.00
0050                          4310.48	900.00	2.000	1,800.00
1200 mm FLARED-END SECTION	EACH	2.000	1,800.00
		2.000	1,800.00
		0.000	0.00
0051                          4764.54	16.00	1.000	16.00
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN	m	1.000	16.00
		1.000	16.00
		0.000	0.00
4003                          3008.05	6.30	0.000	0.00
TIE BARS	EACH	94.000	592.20
BOX FLOOR STA. 20+54.11		94.000	592.20
		0.000	0.00
4004                          4976.05	1,260.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,260.00
BOX CULVERT CAP STA. 20+54.11 LT		1.000	1,260.00
		0.000	0.00
4005                          6105.02	42.00	0.000	0.00
ROCK RIPRAP, TYPE B	Mg	24.000	1,008.00
		26.607	1,117.49
		0.000	0.00
4006                          1043.50	3.00	0.000	0.00
RIPRAP FILTER FABRIC	m2	33.000	99.00
		24.000	72.00
		0.000	0.00
4018                          P120.18	92.40	0.000	0.00
450 mm CULVERT PIPE, TYPE 2	m	3.000	277.20
STA. 46+95, 10.3M LT TO 7.3M LT		3.000	277.20
		0.000	0.00
4019                          4977.00	234.30	0.000	0.00
DELIVERED NOT USED	EACH	1.000	234.30
450 mm x 5.0 m CMP STA. 46+96 TO 47+01.24		1.000	234.30
		0.000	0.00
6001                          4051.12	43.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	22.458	965.69
BOX FLOOR STA. 20+54.11		22.458	965.69
		0.000	0.00
GROUP 4 CULVERTS		Contracted	147,787.40
		Current	160,519.48
		In place	160,487.77
		This Estimate	0.00
GROUP 5 SEEDING
0052                          L001.01	1,400.00	5.500	7,700.00
SEEDING, TYPE A	ha	5.500	7,700.00
		6.789	9,504.60
		0.000	0.00
0053                          L001.02	1,000.00	2.200	2,200.00
SEEDING, TYPE B	ha	2.200	2,200.00
		1.901	1,901.00
		0.000	0.00
0054                          L032.75	80.00	38.500	3,080.00
MULCH	Mg	38.500	3,080.00
		40.161	3,212.88
		0.000	0.00
0055                          0030.50	50.00	1.000	50.00
MOBILIZATION	LS	1.000	50.00
		1.000	50.00
		0.000	0.00
4024                          L003.02	1,008.00	0.000	0.00
SEEDING	LS	1.000	1,008.00
(HYDRO)		1.000	1,008.00
		1.000	1,008.00
GROUP 5 SEEDING		Contracted	13,030.00
		Current	14,038.00
		In place	15,676.48
		This Estimate	1,008.00
GROUP 6 BRIDGE AT STA. 46+12
0056                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.000	0.00
0057                          3050.15	230.00	126.200	29,026.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	126.200	29,026.00
		126.200	29,026.00
		0.000	0.00
0058                          3051.10	1.10	9,022.000	9,924.20
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,022.000	9,924.20
		9,022.000	9,924.20
		0.000	0.00
0059                          4095.20	340.00	53.000	18,020.00
COPING	m	53.000	18,020.00
		48.050	16,337.00
		0.000	0.00
0060                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0061                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0062                          6001.50	12,000.00	1.000	12,000.00
BENT NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0063                          6001.51	12,000.00	1.000	12,000.00
BENT NO.2 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0064                          6008.45	160.00	311.800	49,888.00
PLACING, FINISHING, AND CURING CONDUCTIVE CONCRETE	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0065                          6010.22	320.00	139.000	44,480.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	139.000	44,480.00
		139.000	44,480.00
		0.000	0.00
0066                          6010.26	310.00	179.600	55,676.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	179.600	55,676.00
		179.600	55,676.00
		0.000	0.00
0067                          6010.35	2,200.00	31.200	68,640.00
CONDUCTIVE CONCRETE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0068                          6040.00	45,000.00	1.000	45,000.00
REMOVE STRUCTURE	EACH	1.000	45,000.00
AT STA. 46+41		1.000	45,000.00
		0.000	0.00
0069                          6080.00	9.00	490.000	4,410.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	490.000	4,410.00
		490.000	4,410.00
		0.000	0.00
0070                          6131.50	1.20	35,215.000	42,258.00
EPOXY COATED REINFORCING STEEL	kg	35,215.000	42,258.00
		35,215.000	42,258.00
		0.000	0.00
0071                          6210.12	70.00	274.000	19,180.00
HP 250 mm X 62 kg STEEL PILING	m	274.000	19,180.00
		243.869	17,070.83
		0.000	0.00
0072                          6251.40	1,600.00	19.200	30,720.00
ROCK SOCKET	m	19.200	30,720.00
		20.883	33,412.80
		0.000	0.00
0073                          6251.50	1,700.00	39.200	66,640.00
DRILLED SHAFT	m	39.200	66,640.00
		37.557	63,846.90
		0.000	0.00
0074                          6310.00	130.00	451.400	58,682.00
STEEL SHEET PILING	m2	451.400	58,682.00
		435.268	56,584.84
		0.000	0.00
0075                          8091.00	32.00	94.000	3,008.00
GRANULAR BACKFILL	m3	94.000	3,008.00
		94.000	3,008.00
		0.000	0.00
4009                          6008.45	160.42	0.000	0.00
PLACING, FINISHING, AND CURING CONDUCTIVE CONCRETE	m2	311.800	50,018.96
REVISED PRICE		311.800	50,018.96
		0.000	0.00
4010                          6010.35	2,457.31	0.000	0.00
CONDUCTIVE CONCRETE	m3	31.200	76,668.07
REVISED PRICE		31.200	76,668.08
		0.000	0.00
4011                          0095.00	226.35	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	226.35
FOR EPOXY COATED RE-STEEL		1.000	226.35
		0.000	0.00
4012                          6131.50	3.22	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	41.000	132.02
ADDITIONAL B1001 BARS		41.000	132.02
		0.000	0.00
4015                          3900.22	126.67	0.000	0.00
ADDITIONAL COST	m3	31.200	3,952.10
CONDUCTIVE CONCRETE MATERIALS		31.200	3,952.10
		0.000	0.00
4020                          6960.02	2,340.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,340.50
(BRIDGE DECK GRINDING)		1.000	2,340.50
		0.000	0.00
4021                          A820.00	62,536.00	0.000	0.00
CONTROLLER CABINET	EACH	1.000	62,536.00
(BRIDGE DEICING CONTROLLER)		1.000	62,536.00
		0.000	0.00
6002                          6210.32	42.00	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	30.131	1,265.50
		30.131	1,265.50
		0.000	0.00
GROUP 6 BRIDGE AT STA. 46+12		Contracted	639,552.20
		Current	718,163.70
		In place	712,174.08
		This Estimate	0.00
GROUP 7 GUARDRAIL
0076                          0030.70	250.00	1.000	250.00
MOBILIZATION	LS	1.000	250.00
		1.000	250.00
		0.000	0.00
0077                          7011.20	40.00	15.200	608.00
W-BEAM GUARDRAIL	m	15.200	608.00
		15.200	608.00
		0.000	0.00
0078                          7020.00	1,200.00	4.000	4,800.00
BRIDGE APPROACH SECTIONS	EACH	4.000	4,800.00
		4.000	4,800.00
		0.000	0.00
0079                          7024.27	1,600.00	4.000	6,400.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,400.00
		4.000	6,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	12,058.00
		Current	12,058.00
		In place	12,058.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0080                          0002.55	25.00	64.920	1,623.00
OVERLAY BROKEN LINES	StaM	64.920	1,623.00
		58.990	1,474.75
		0.000	0.00
0081                          0002.60	25.00	64.920	1,623.00
OVERLAY SOLID LINES	StaM	64.920	1,623.00
		108.630	2,715.75
		0.000	0.00
0082                          0030.90	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0083                          1020.03	14.00	47.000	658.00
DELINEATOR, TYPE III	EACH	47.000	658.00
		47.000	658.00
		0.000	0.00
0084                          1020.20	24.00	16.000	384.00
INSTALL CHEVRONS	EACH	16.000	384.00
		16.000	384.00
		0.000	0.00
0085                          2001.03	19.00	58.000	1,102.00
GRAVEL SURFACE COURSE	Mg	58.000	1,102.00
		0.000	0.00
		0.000	0.00
0086                          2020.00	9.00	115.000	1,035.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	115.000	1,035.00
		115.000	1,035.00
		0.000	0.00
0087                          2021.00	50.00	4.000	200.00
MAILBOX POST	EACH	4.000	200.00
		4.000	200.00
		0.000	0.00
0088                          9005.00	38.00	100.000	3,800.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	3,800.00
SP1(12.5)		46.280	1,758.64
		0.000	0.00
0089                          9005.25	25.50	7,350.000	187,425.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	7,350.000	187,425.00
		6,706.523	171,016.34
		0.000	0.00
0090                          9009.00	2.50	1,116.000	2,790.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,116.000	2,790.00
		1,173.000	2,932.50
		0.000	0.00
0091                          9021.01	170.00	402.300	68,391.00
PERFORMANCE GRADED BINDER (64-22)	Mg	402.300	68,391.00
		276.110	46,938.70
		0.000	0.00
0092                          9034.00	1.05	1,116.000	1,171.80
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,116.000	1,171.80
		536.940	563.79
		0.000	0.00
0093                          9053.00	0.25	17,530.000	4,382.50
TACK COAT	L	17,530.000	4,382.50
		18,643.243	4,660.81
		0.000	0.00
0094                          9111.00	2.90	332.000	962.80
WATER	kL	332.000	962.80
		0.000	0.00
		0.000	0.00
0095                          9170.00	210.00	63.582	13,352.22
EARTH SHOULDER CONSTRUCTION	StaM	63.582	13,352.22
		63.360	13,305.60
		0.000	0.00
0096                          9173.00	700.00	11.782	8,247.40
SUBGRADE PREPARATION	StaM	11.782	8,247.40
		13.846	9,692.20
		0.000	0.00
0097                          9188.50	17.50	242.000	4,235.00
SURFACING UNDER GUARDRAIL	m2	242.000	4,235.00
		254.996	4,462.43
		0.000	0.00
0098                          9300.50	1,200.00	1.000	1,200.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	1,200.00
		0.500	600.00
		0.000	0.00
6003                          9300.58	-0.654	0.000	0.00
SUPERPAVE QUALITY DISINCENTIVE	Mg	6,752.803	-4,416.33
-2.566% DISINCENTIVE		6,752.803	-4,416.33
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	327,582.72
		Current	323,166.39
		In place	282,982.18
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0099                          0001.10	1.50	5,184.000	7,776.00
BARRICADE, TYPE III	BDAY	5,184.000	7,776.00
		5,431.000	8,146.50
		0.000	0.00
0100                          0001.30	1.10	1,296.000	1,425.60
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,296.000	1,425.60
		235.000	258.50
		0.000	0.00
0101                          0001.90	0.50	3,456.000	1,728.00
SIGN DAY	EACH	3,456.000	1,728.00
		4,354.000	2,177.00
		0.000	0.00
0102                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0103                          0030.00	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
0104                          1017.00	34,000.00	1.000	34,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	34,000.00
		0.950	32,300.00
		0.000	0.00
0105                          9110.01	65.00	35.000	2,275.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	35.000	2,275.00
		8.500	552.50
		0.000	0.00
0106                          9110.02	50.00	20.000	1,000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,000.00
		7.000	350.00
		0.000	0.00
0107                          9110.03	45.00	35.000	1,575.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	35.000	1,575.00
		35.000	1,575.00
		0.000	0.00
0108                          9110.07	45.00	35.000	1,575.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	35.000	1,575.00
		10.000	450.00
		0.000	0.00
4001                          0001.99	0.58	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	648.000	375.84
		723.000	419.34
		0.000	0.00
4002                          0001.99	0.58	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	432.000	250.56
		482.000	279.56
		0.000	0.00
4007                          9110.21	126.34	0.000	0.00
RENTAL OF CRANE, FULLY OPERATED	HOUR	1.000	126.34
		1.000	126.34
		0.000	0.00
4008                          9110.06	89.38	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	1.000	89.38
1985 KOMATSU		1.000	89.38
		0.000	0.00
4013                          9110.06	111.52	0.000	0.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	14.000	1,561.28
1999 JOHN DEERE		15.000	1,672.80
		0.000	0.00
4022                          0003.10	135.00	0.000	0.00
FLAGGING	DAY	24.000	3,240.00
		12.500	1,687.50
		0.000	0.00
4023                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	1,000.000	500.00
		253.000	126.50
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	56,354.60
		Current	62,498.00
		In place	55,210.92
		This Estimate	0.00
Totals for contract		Contracted	1,478,120.53
		Current	1,581,266.26
		In place	1,528,798.13
		This Estimate	1,008.00