Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6893
Estimate Number:	0015
Pay Period End Date:	08.30.2003

Contract Location:
BRULE - OGALLALA	Estimate Type:	PROG

Contractor:
PAULSEN, INC.	Date Let:	11.14.2002
1116 EAST HWY 30	Date Awarded:	11.21.2002
P O BOX 17	Date Contract Executed:	11.27.2002
	Date Notice to Proceed:	11.27.2002
COZAD NE 69130	Date Work Began:	02.03.2003
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:	08.05.2003
Escrow Agent:

Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
KEITH

Project Number		PCT			Fed State Project Number		Description
60893 000		0.000			EACSTPD-30-2(132)		GR CULV SEED GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,929,792.71	$1,928,788.85	$1,003.86
$2,016,236.66	Stockpiled Materials	$-.01	$-.01	$.00
Original Contract Amt	Gross Earnings	$1,929,792.70	$1,928,788.84	$1,003.86
$2,017,141.00	Retainage	$-19,297.93	$-19,287.89	$-10.04
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
95.71%	Net Earnings	$1,910,494.77	$1,909,500.95	$993.82
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$5,500.00	$5,500.00	$.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	$53.34	$53.34	$.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	$5,553.34	$5,553.34	$.00
	Payment	$1,916,048.11	$1,915,054.29	$993.82
Project Manager			Div. Head/Dist. Eng.
Sawyer, Harlan	09.02.2003		Thayer, Gary	09.02.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.02.2003
Controller Div. Processed
Burling, Laurie	09.03.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	9000.75	ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE
		S.P. Initial Payment	1,180.50	Varies
		Asphalt Rock
0117	9005.00	ASPHALTIC CONCRETE FOR PATCHING, TYPE
		S.P. Initial Payment	236.10	Varies
		Asphalt Rock
0118	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	60,394.38	Varies
		Asphalt Rock
		Total for estimate 0002:	61,810.98
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0118	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-365.18	Varies
		Asphalt Rock
		Total for estimate 0007:	-365.18
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0118	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-6,910.67	Varies
		Asphalt Rock
		Total for estimate 0008:	-6,910.67
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0117	9005.00	ASPHALTIC CONCRETE FOR PATCHING, TYPE
		S.P. Adjustment	-33.43	Varies
		Asphalt Rock
0118	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-44,693.31	Varies
		Asphalt Rock
		Total for estimate 0009:	-44,726.74
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0116	9000.75	ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE
		S.P. Closure	-1,180.50	Varies
		Asphalt Rock
0117	9005.00	ASPHALTIC CONCRETE FOR PATCHING, TYPE
		S.P. Closure	-202.67	Varies
		Asphalt Rock
0118	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Adjustment	-8,425.23	Varies
		Asphalt Rock
		Total for estimate 0010:	-9,808.40
		Total remaining for contract:	-0.01

			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 0030.10	6,250.00	1.000	6,250.00
MOBILIZATION	LS	1.000	6,250.00
		1.000	6,250.00
		0.000	0.00

0002 1009.00	5,000.00	1.000	5,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0003 1011.00	2.60	805.000	2,093.00
WATER	kL	805.000	2,093.00
		0.000	0.00
		0.000	0.00

0004 1012.00	74.50	179.000	13,335.50
RIGHT-OF-WAY MARKERS	EACH	268.000	19,966.00
		268.000	19,966.00
		0.000	0.00

0005 1030.00	7.05	7,160.000	50,478.00
EARTHWORK MEASURED IN EMBANKMENT	m3	7,160.000	50,478.00
		7,160.000	50,478.02
		0.000	0.00

0006 1102.00	4.75	238.000	1,130.50
REMOVE ASPHALT SURFACE	m2	238.000	1,130.50
		484.644	2,302.06
		0.000	0.00

0007 1109.00	8.60	31.550	271.33
REMOVE CURB	m	31.550	271.33
		32.470	279.24
		0.000	0.00

0008 4300.18	69.00	11.600	800.40
450 mm CULVERT PIPE	m	11.600	800.40
		38.400	2,649.60
		0.000	0.00

0009 7017.00	7.35	274.260	2,015.81
REMOVE GUARDRAIL	m	274.260	2,015.81
		274.320	2,016.26
		0.000	0.00

0010 L020.00	1.85	502.000	928.70
EROSION CONTROL	m2	502.000	928.70
		1,293.389	2,392.77
		0.000	0.00

0011 L020.10	2.20	4,710.000	10,362.00
EROSION CONTROL, TYPE HV	m2	4,710.000	10,362.00
		1,241.832	2,732.03
		0.000	0.00

0012 L021.06	19.55	234.000	4,574.70
EROSION CHECKS, TYPE HV	BALE	30.000	586.50
		30.000	586.50
		0.000	0.00

0013 L022.12	9.50	3,575.200	33,964.40
FABRIC SILT FENCE-HIGH POROSITY	m	18.000	171.00
		18.000	171.00
		0.000	0.00

0014 L022.25	17.00	50.000	850.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	50.000	850.00
		38.250	650.25
		0.000	0.00

4007 0095.00	150.00	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	150.00
450 mm Culvert Pipe		1.000	150.00
		0.000	0.00

4013 1905.00	1,003.86	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	1,003.86
Straw Bales For Erosion Checks, Type HV		1.000	1,003.86
		1.000	1,003.86

GROUP 1 GRADING		Contracted	132,054.34
		Current	102,057.10
		In place	96,627.59
		This Estimate	1,003.86

GROUP 4 CULVERTS
0015 0030.40	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00

0016 4039.20	70.00	17.710	1,239.70
REMOVE AND RELAY CULVERT PIPE	m	17.710	1,239.70
		17.670	1,236.90
		0.000	0.00

0017 4040.00	155.00	10.000	1,550.00
REMOVE HEADWALLS FROM CULVERTS	EACH	10.000	1,550.00
		10.000	1,550.00
		0.000	0.00

0018 4041.00	890.00	1.000	890.00
CULVERT CLEANOUT	EACH	1.000	890.00
AT STA. 157+58.73		1.000	890.00
		0.000	0.00

0019 4044.00	1,700.00	1.000	1,700.00
PREPARATION OF STRUCTURE	EACH	1.000	1,700.00
AT STA. 110+30.42		1.000	1,700.00
		0.000	0.00

0020 4044.01	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 136+86.46		1.000	2,000.00
		0.000	0.00

0021 4044.02	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA. 141+19.6		1.000	2,100.00
		0.000	0.00

0022 4044.03	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 179+77.67		1.000	2,500.00
		0.000	0.00

0023 4044.04	1,400.00	1.000	1,400.00
PREPARATION OF STRUCTURE	EACH	1.000	1,400.00
AT STA. 235+00.72		1.000	1,400.00
		0.000	0.00

0024 4044.05	2,100.00	1.000	2,100.00
PREPARATION OF STRUCTURE	EACH	1.000	2,100.00
AT STA. 258+24.29		1.000	2,100.00
		0.000	0.00

0025 4050.01	10.00	67.000	670.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	67.000	670.00
		98.000	980.00
		0.000	0.00

0026 4051.01	13.00	366.000	4,758.00
EXCAVATION FOR BOX CULVERTS	m3	366.000	4,758.00
		390.600	5,077.80
		0.000	0.00

0027 4100.06	850.00	2.880	2,448.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.880	2,448.00
		2.880	2,448.00
		0.000	0.00

0028 4101.06	375.00	228.970	85,863.75
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	226.159	84,809.63
		228.360	85,635.00
		0.000	0.00

0029 4107.07	750.00	2.360	1,770.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	2.360	1,770.00
		2.360	1,770.00
		0.000	0.00

0030 4150.00	1.80	230.000	414.00
REINFORCING STEEL FOR HEADWALL	kg	230.000	414.00
		230.000	414.00
		0.000	0.00

0031 4151.00	1.50	14,479.000	21,718.50
REINFORCING STEEL FOR BOX CULVERT	kg	14,329.000	21,493.50
		14,498.000	21,747.00
		0.000	0.00

0032 4157.00	1.80	96.000	172.80
REINFORCING STEEL FOR COLLARS	kg	96.000	172.80
		96.000	172.80
		0.000	0.00

0033 4350.30	100.00	4.600	460.00
750 mm CORRUGATED METAL PIPE	m	4.600	460.00
		5.200	520.00
		0.000	0.00

0034 4350.36	150.00	2.200	330.00
900 mm CORRUGATED METAL PIPE	m	2.200	330.00
		8.600	1,290.00
		0.000	0.00

0035 4360.30	370.00	2.000	740.00
750 mm METAL FLARED-END SECTION	EACH	2.000	740.00
		2.000	740.00
		0.000	0.00

0036 4360.36	490.00	4.000	1,960.00
900 mm METAL FLARED-END SECTION	EACH	4.000	1,960.00
		4.000	1,960.00
		0.000	0.00

0037 4450.36	200.00	12.400	2,480.00
900 mm REINFORCED CONCRETE PIPE	m	12.400	2,480.00
		13.200	2,640.00
		0.000	0.00

4003 4051.12	37.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	21.600	810.00
Group 4		21.600	810.00
		0.000	0.00

4005 4350.24	132.00	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	5.200	686.40
		5.200	686.40
		0.000	0.00

4006 4360.24	380.00	0.000	0.00
600 mm METAL FLARED-END SECTION	EACH	2.000	760.00
		2.000	760.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	151,264.75
		Current	152,242.03
		In place	155,127.90
		This Estimate	0.00

GROUP 4A CULVERT AT STA. 107+60.06
0038 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0039 4044.06	3,000.00	1.000	3,000.00
PREPARATION OF STRUCTURE	EACH	1.000	3,000.00
AT STA. 107+60.06		1.000	3,000.00
		0.000	0.00

0040 4051.01	15.00	43.000	645.00
EXCAVATION FOR BOX CULVERTS	m3	43.000	645.00
		63.450	951.75
		0.000	0.00

0041 4101.06	378.00	54.690	20,672.82
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	54.690	20,672.82
		55.210	20,869.38
		0.000	0.00

0042 4151.00	1.20	3,840.000	4,608.00
REINFORCING STEEL FOR BOX CULVERT	kg	3,840.000	4,608.00
		3,880.000	4,656.00
		0.000	0.00

4004 4051.12	37.80	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	20.450	773.01
Group 4A Culvert At Station 107+60.06		20.450	773.01
		0.000	0.00

GROUP 4A CULVERT AT STA. 107+60.06		Contracted	31,925.82
		Current	32,698.83
		In place	33,250.14
		This Estimate	0.00

GROUP 4B CULVERT AT STA. 112+48.03
0043 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0044 4044.07	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 112+48.03		1.000	3,200.00
		0.000	0.00

0045 4051.01	15.00	51.000	765.00
EXCAVATION FOR BOX CULVERTS	m3	51.000	765.00
		51.000	765.00
		0.000	0.00

0046 4101.06	378.00	56.210	21,247.38
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	56.210	21,247.38
		57.160	21,606.48
		0.000	0.00

0047 4151.00	1.20	3,720.000	4,464.00
REINFORCING STEEL FOR BOX CULVERT	kg	3,720.000	4,464.00
		3,785.000	4,542.00
		0.000	0.00

GROUP 4B CULVERT AT STA. 112+48.03		Contracted	32,676.38
		Current	32,676.38
		In place	33,113.48
		This Estimate	0.00

GROUP 4C CULVERT AT STA. 122+38.66
0048 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0049 4044.08	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 122+38.66		1.000	3,200.00
		0.000	0.00

0050 4051.01	15.00	109.000	1,635.00
EXCAVATION FOR BOX CULVERTS	m3	109.000	1,635.00
		109.000	1,635.00
		0.000	0.00

0051 4101.06	378.00	74.290	28,081.62
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	74.290	28,081.62
		73.560	27,805.68
		0.000	0.00

0052 4151.00	1.20	5,626.000	6,751.20
REINFORCING STEEL FOR BOX CULVERT	kg	5,626.000	6,751.20
		5,566.000	6,679.20
		0.000	0.00

GROUP 4C CULVERT AT STA. 122+38.66		Contracted	42,667.82
		Current	42,667.82
		In place	42,319.88
		This Estimate	0.00

GROUP 4D CULVERT AT STA. 133+01.25
0053 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0054 4044.09	3,000.00	1.000	3,000.00
PREPARATION OF STRUCTURE	EACH	1.000	3,000.00
AT STA. 133+01.25		1.000	3,000.00
		0.000	0.00

0055 4051.01	15.00	58.000	870.00
EXCAVATION FOR BOX CULVERTS	m3	58.000	870.00
		58.000	870.00
		0.000	0.00

0056 4101.06	378.00	62.660	23,685.48
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	62.660	23,685.48
		62.660	23,685.48
		0.000	0.00

0057 4151.00	1.20	4,466.000	5,359.20
REINFORCING STEEL FOR BOX CULVERT	kg	4,466.000	5,359.20
		4,466.000	5,359.20
		0.000	0.00

GROUP 4D CULVERT AT STA. 133+01.25		Contracted	35,914.68
		Current	35,914.68
		In place	35,914.68
		This Estimate	0.00

GROUP 4E CULVERT AT STA. 154+37.53
0058 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0059 4044.10	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 154+37.53		1.000	3,200.00
		0.000	0.00

0060 4051.01	15.00	147.000	2,205.00
EXCAVATION FOR BOX CULVERTS	m3	147.000	2,205.00
		147.000	2,205.00
		0.000	0.00

0061 4101.06	378.00	71.730	27,113.94
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	71.730	27,113.94
		72.380	27,359.64
		0.000	0.00

0062 4151.00	1.20	4,698.000	5,637.60
REINFORCING STEEL FOR BOX CULVERT	kg	4,698.000	5,637.60
		4,745.000	5,694.00
		0.000	0.00

GROUP 4E CULVERT AT STA. 154+37.53		Contracted	41,156.54
		Current	41,156.54
		In place	41,458.64
		This Estimate	0.00

GROUP 4F CULVERT AT STA. 170+38.59
0063 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0064 4044.11	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 170+38.59		1.000	3,200.00
		0.000	0.00

0065 4051.01	15.00	77.000	1,155.00
EXCAVATION FOR BOX CULVERTS	m3	77.000	1,155.00
		77.000	1,155.00
		0.000	0.00

0066 4101.06	378.00	61.360	23,194.08
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	61.360	23,194.08
		62.550	23,643.90
		0.000	0.00

0067 4151.00	1.20	4,307.000	5,168.40
REINFORCING STEEL FOR BOX CULVERT	kg	4,307.000	5,168.40
		4,395.000	5,274.00
		0.000	0.00

GROUP 4F CULVERT AT STA. 170+38.59		Contracted	35,717.48
		Current	35,717.48
		In place	36,272.90
		This Estimate	0.00

GROUP 4G CULVERT AT STA. 184+95.78
0068 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0069 4044.12	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 184+95.78		1.000	3,200.00
		0.000	0.00

0070 4051.01	15.00	50.000	750.00
EXCAVATION FOR BOX CULVERTS	m3	50.000	750.00
		50.000	750.00
		0.000	0.00

0071 4101.06	378.00	39.080	14,772.24
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	39.080	14,772.24
		40.900	15,460.20
		0.000	0.00

0072 4151.00	1.20	2,285.000	2,742.00
REINFORCING STEEL FOR BOX CULVERT	kg	2,285.000	2,742.00
		2,406.000	2,887.20
		0.000	0.00

GROUP 4G CULVERT AT STA. 184+95.78		Contracted	24,464.24
		Current	24,464.24
		In place	25,297.40
		This Estimate	0.00

GROUP 4H CULVERT AT STA. 201+21.11
0073 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0074 4044.13	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 201+21.11		1.000	3,200.00
		0.000	0.00

0075 4051.01	15.00	137.000	2,055.00
EXCAVATION FOR BOX CULVERTS	m3	137.000	2,055.00
		137.000	2,055.00
		0.000	0.00

0076 4101.06	378.00	72.390	27,363.42
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	72.390	27,363.42
		72.380	27,359.64
		0.000	0.00

0077 4151.00	1.20	4,745.000	5,694.00
REINFORCING STEEL FOR BOX CULVERT	kg	4,745.000	5,694.00
		4,745.000	5,694.00
		0.000	0.00

GROUP 4H CULVERT AT STA. 201+21.11		Contracted	41,312.42
		Current	41,312.42
		In place	41,308.64
		This Estimate	0.00

GROUP 4I CULVERT AT STA. 251+38.52
0078 0030.40	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0079 4044.14	3,200.00	1.000	3,200.00
PREPARATION OF STRUCTURE	EACH	1.000	3,200.00
AT STA. 251+38.52		1.000	3,200.00
		0.000	0.00

0080 4051.01	15.00	140.000	2,100.00
EXCAVATION FOR BOX CULVERTS	m3	140.000	2,100.00
		140.000	2,100.00
		0.000	0.00

0081 4101.06	378.00	78.610	29,714.58
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	78.610	29,714.58
		81.470	30,795.66
		0.000	0.00

0082 4151.00	1.20	4,822.000	5,786.40
REINFORCING STEEL FOR BOX CULVERT	kg	4,822.000	5,786.40
		5,019.000	6,022.80
		0.000	0.00

GROUP 4I CULVERT AT STA. 251+38.52		Contracted	43,800.98
		Current	43,800.98
		In place	45,118.46
		This Estimate	0.00

GROUP 4J CULVERT AT STA. 1100+16
0083 0030.40	7,800.00	1.000	7,800.00
MOBILIZATION	LS	1.000	7,800.00
		1.000	7,800.00
		0.000	0.00

0084 4049.00	980.00	87.840	86,083.20
PRECAST REINFORCED CONCRETE BOX CULVERT	m	87.840	86,083.20
2.4 M X 1.2 M		87.840	86,083.20
		0.000	0.00

0085 4051.01	14.00	315.000	4,410.00
EXCAVATION FOR BOX CULVERTS	m3	315.000	4,410.00
		510.050	7,140.70
		0.000	0.00

0086 4101.09	470.00	23.040	10,828.80
CLASS 47B-HE-20 OR AX-HE-20 CONCRETE FOR BOX CULVERT	m3	23.040	10,828.80
		23.040	10,828.80
		0.000	0.00

0087 4151.00	1.70	1,130.000	1,921.00
REINFORCING STEEL FOR BOX CULVERT	kg	1,130.000	1,921.00
		1,130.000	1,921.00
		0.000	0.00

0088 6040.00	5,000.00	1.000	5,000.00
REMOVE STRUCTURE	EACH	1.000	5,000.00
AT STA. 1100+16		1.000	5,000.00
		0.000	0.00

4002 4051.12	47.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	195.050	9,167.35
Group 4J Culvert at Station 1100+16		195.050	9,167.35
		0.000	0.00

GROUP 4J CULVERT AT STA. 1100+16		Contracted	116,043.00
		Current	125,210.35
		In place	127,941.05
		This Estimate	0.00

GROUP 5 SEEDING
0089 0030.50	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

0090 L001.02	1,040.00	12.300	12,792.00
SEEDING, TYPE B	ha	18.250	18,980.00
		18.250	18,980.00
		0.000	0.00

0091 L020.02	1.32	2,392.000	3,157.44
EROSION CONTROL, TYPE B	m2	2,392.000	3,157.44
		2,294.828	3,029.17
		0.000	0.00

0092 L032.75	75.00	62.000	4,650.00
MULCH	Mg	90.100	6,757.50
		90.100	6,757.50
		0.000	0.00

GROUP 5 SEEDING		Contracted	21,799.44
		Current	30,094.94
		In place	29,966.67
		This Estimate	0.00

GROUP 7 GUARDRAIL
0093 0030.70	2,000.00	1.000	2,000.00
MOBILIZATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00

0094 6010.26	2,000.00	3.200	6,400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0095 6020.00	10.00	608.700	6,087.00
REINFORCING STEEL FOR BRIDGE	kg	0.000	0.00
		0.000	0.00
		0.000	0.00

0096 6086.00	50.00	21.500	1,075.00
STRUCTURAL STEEL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00

0097 7011.20	42.00	57.160	2,400.72
W-BEAM GUARDRAIL	m	57.160	2,400.72
		57.160	2,400.72
		0.000	0.00

0098 7020.00	3,000.00	4.000	12,000.00
BRIDGE APPROACH SECTIONS	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00

0099 7024.27	1,650.00	4.000	6,600.00
GUARDRAIL END TREATMENT, TYPE II	EACH	4.000	6,600.00
		4.000	6,600.00
		0.000	0.00

4009 7020.30	3,150.00	0.000	0.00
BRIDGE APPROACH SECTION (MODIFIED)	EACH	4.000	12,600.00
		4.000	12,600.00
		0.000	0.00

4010 6960.02	4,000.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,000.00
(W-Beam Backup Plate)		1.000	4,000.00
		0.000	0.00

4011 6960.02	262.50	0.000	0.00
ADDITIONAL WORK	LS	1.000	262.50
(Replace Guardrail Bolts)		1.000	262.50
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	36,562.72
		Current	27,863.22
		In place	27,863.22
		This Estimate	0.00

GROUP 8B ELECTRICAL
0100 0030.81	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		0.000	0.00

0101 A077.88	3.00	20.000	60.00
3/C #14 AWG TRAFFIC SIGNAL CABLE, AERIAL	m	20.000	60.00
		0.000	0.00
		0.000	0.00

0102 A079.70	3.00	15.000	45.00
SERVICE CABLE, NO. 6, AERIAL	m	15.000	45.00
		0.000	0.00
		0.000	0.00

0103 A080.27	3.00	39.000	117.00
STREET LIGHT CABLE, NO. 6 AERIAL	m	39.000	117.00
		45.060	135.18
		0.000	0.00

0104 A500.00	200.00	1.000	200.00
INSTALL TRAFFIC SIGNAL CONTROLLER	EACH	1.000	200.00
TYPE FLASHER		1.000	200.00
		0.000	0.00

0105 A501.40	200.00	1.000	200.00
INSTALL TRAFFIC SIGNAL, TYPE TS-4	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00

0106 A505.85	1,600.00	2.000	3,200.00
INSTALL COMBINATION SPAN WIRE SIGNAL AND LIGHTING POLE	EACH	2.000	3,200.00
TYPE SWP-14.6-3.7		2.000	3,200.00
		0.000	0.00

0107 A610.00	2,000.00	1.000	2,000.00
REMOVE TRAFFIC SIGNAL	EACH	1.000	2,000.00
AT US-30 & L-51A		1.000	2,000.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	6,222.00
		Current	6,222.00
		In place	6,135.18
		This Estimate	0.00

GROUP 9 BITUMINOUS
0108 0030.90	13,800.00	1.000	13,800.00
MOBILIZATION	LS	1.000	13,800.00
		1.000	13,800.00
		0.000	0.00

0109 1020.02	14.60	24.000	350.40
DELINEATOR, TYPE II	EACH	24.000	350.40
		24.000	350.40
		0.000	0.00

0110 2001.00	11.85	117.000	1,386.45
GRAVEL SURFACE COURSE	m3	117.000	1,386.45
		147.550	1,748.47
		0.000	0.00

0111 2020.00	4.00	66.000	264.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	66.000	264.00
		60.000	240.00
		0.000	0.00

0112 2021.00	50.00	5.000	250.00
MAILBOX POST	EACH	5.000	250.00
		4.000	200.00
		0.000	0.00

0113 3013.07	110.50	15.900	1,756.95
CONCRETE CLASS 47B-25 BARRIER CURB, TYPE I	m	15.900	1,756.95
		15.690	1,733.75
		0.000	0.00

0114 8008.00	16.90	30.000	507.00
ARMOR COAT AGGREGATE	m3	30.000	507.00
		30.000	507.00
		0.000	0.00

0115 8029.84	2.00	387.000	774.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	387.000	774.00
		413.470	826.94
		0.000	0.00

0116 9000.75	19.73	500.000	9,865.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	9,865.00
SP4(12.5)		18.310	361.26
		0.000	0.00

0117 9005.00	23.65	100.000	2,365.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,365.00
SP4(12.5)		14.160	334.88
		0.000	0.00

0118 9005.45	19.75	25,580.000	505,205.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	25,580.000	505,205.00
		25,774.570	509,047.76
		0.000	0.00

0119 9009.00	2.00	4,302.000	8,604.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,302.000	8,604.00
		4,819.700	9,639.40
		0.000	0.00

0120 9020.94	271.75	27.000	7,337.25
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	7,337.25
		0.930	252.73
		0.000	0.00

0121 9021.08	271.75	1,386.720	376,841.16
PERFORMANCE GRADED BINDER (64-28)	Mg	1,386.720	376,841.16
		1,413.433	384,100.42
		0.000	0.00

0122 9034.00	2.35	765.000	1,797.75
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	765.000	1,797.75
		1,177.800	2,767.83
		0.000	0.00

0123 9052.03	0.52	5,440.000	2,828.80
ARMOR COAT EMULSIFIED ASPHALT	L	0.000	0.00
		0.000	0.00
		0.000	0.00

0124 9053.00	0.23	107,816.000	24,797.68
TACK COAT	L	107,816.000	24,797.68
		75,514.000	17,368.22
		0.000	0.00

0125 9053.20	0.23	11,498.000	2,644.54
FOG SEAL	L	11,498.000	2,644.54
		15,239.000	3,504.97
		0.000	0.00

0126 9111.00	2.40	1,024.000	2,457.60
WATER	kL	1,024.000	2,457.60
		0.000	0.00
		0.000	0.00

0127 9170.00	118.50	339.619	40,244.85
EARTH SHOULDER CONSTRUCTION	StaM	339.619	40,244.85
		345.999	41,000.88
		0.000	0.00

0128 9173.15	66.00	89.680	5,918.88
TRENCHED WIDENING	StaM	89.680	5,918.88
		81.697	5,392.00
		0.000	0.00

0129 9173.20	0.85	387.000	328.95
SUBGRADE PREPARATION	m2	387.000	328.95
		176.462	149.99
		0.000	0.00

0130 9179.23	475.00	46.261	21,973.98
COLD MILLING, CLASS 3	StaM	46.261	21,973.98
		46.458	22,067.55
		0.000	0.00

0131 9179.24	2,300.00	2.152	4,949.60
COLD MILLING, CLASS 4	StaM	2.152	4,949.60
		2.600	5,980.00
		0.000	0.00

0132 9188.01	1.00	4,599.000	4,599.00
BITUMINOUS SURFACE COURSE	m2	4,599.000	4,599.00
		4,566.359	4,566.36
		0.000	0.00

0133 9188.50	24.00	204.000	4,896.00
SURFACING UNDER GUARDRAIL	m2	204.000	4,896.00
		346.805	8,323.32
		0.000	0.00

0134 9300.50	2,600.00	1.000	2,600.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,600.00
		1.000	2,600.00
		0.000	0.00

0135 9300.52	1,100.00	1.000	1,100.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	1,100.00
		1.000	1,100.00
		0.000	0.00

0136 W600.03	225.00	3.000	675.00
ADJUST VALVE BOX TO GRADE	EACH	3.000	675.00
		3.000	675.00
		0.000	0.00

4001 9013.00	0.52	0.000	0.00
ASPHALTIC OIL FOR ARMOR COAT, APPLIED	L	5,440.000	2,828.80
		5,387.000	2,801.24
		0.000	0.00

4008 9030.00	10.00	0.000	0.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	25.000	250.00
		25.110	251.10
		0.000	0.00

4012 9300.56	0.675	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	25,807.040	17,419.75
Asphaltic Concrete, Type SP4(12.5)		25,807.040	17,419.75
		0.000	0.00

4014 9300.60	0.148	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	4,281.000	633.59
Smoothness Pay Factor = 100.75%		4,281.000	633.59
		0.000	0.00

4015 9300.77	2.038	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	248.298	506.03
Smoothness Pay Factor = 100.75%		248.298	506.03
		0.000	0.00

4016 1905.00	302.47	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	LS	1.000	302.47
750 mm CMP and Connecting Band		0.000	0.00
		0.000	0.00

4017 0096.00	-638.82	0.000	0.00
DEDUCTION	LS	1.000	-638.82
Signs Not Returned		0.000	0.00
		0.000	0.00

GROUP 9 BITUMINOUS		Contracted	1,051,118.84
		Current	1,069,591.86
		In place	1,060,250.84
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0137 0001.08	0.50	600.000	300.00
BARRICADE, TYPE II	BDAY	600.000	300.00
		3,216.000	1,608.00
		0.000	0.00

0138 0001.10	3.70	2,379.000	8,802.30
BARRICADE, TYPE III	BDAY	2,379.000	8,802.30
		6,333.000	23,432.10
		0.000	0.00

0139 0001.75	5.60	1,800.000	10,080.00
TEMPORARY SIGN DAY	EACH	1,800.000	10,080.00
		506.000	2,833.60
		0.000	0.00

0140 0001.90	0.38	25,521.000	9,697.98
SIGN DAY	EACH	25,521.000	9,697.98
		8,638.000	3,282.44
		0.000	0.00

0141 0002.55	19.60	475.230	9,314.51
OVERLAY BROKEN LINES	StaM	475.230	9,314.51
		265.501	5,203.82
		0.000	0.00

0142 0002.60	19.65	950.460	18,676.54
OVERLAY SOLID LINES	StaM	950.460	18,676.54
		524.942	10,315.11
		0.000	0.00

0143 0003.10	176.00	262.000	46,112.00
FLAGGING	DAY	262.000	46,112.00
		93.500	16,456.00
		0.000	0.00

0144 0003.20	270.00	30.000	8,100.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	8,100.00
		21.500	5,805.00
		0.000	0.00

0145 0003.51	32.00	103.632	3,316.22
INSTALL CONCRETE PROTECTION BARRIER	m	103.632	3,316.22
		103.632	3,316.22
		0.000	0.00

0146 0005.10	95.00	348.000	33,060.00
TRAFFIC CONTROL MANAGEMENT	DAY	348.000	33,060.00
		118.000	11,210.00
		0.000	0.00

0147 0010.04	1,200.00	1.000	1,200.00
FIELD OFFICE	EACH	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

0148 0030.00	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00

0149 9110.01	45.00	120.000	5,400.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	120.000	5,400.00
		26.500	1,192.50
		0.000	0.00

0150 9110.02	49.00	20.000	980.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	980.00
		5.000	245.00
		0.000	0.00

0151 9110.03	39.00	120.000	4,680.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	120.000	4,680.00
		12.250	477.75
		0.000	0.00

0152 9110.06	45.00	100.000	4,500.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	4,500.00
		13.000	585.00
		0.000	0.00

0153 9110.07	31.00	120.000	3,720.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	120.000	3,720.00
		1.000	31.00
		0.000	0.00

4000 0001.99	1.25	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	85.000	106.25
		106.000	132.50
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	172,439.55
		Current	172,545.80
		In place	91,826.04
		This Estimate	0.00

Totals for contract		Contracted	2,017,141.00
		Current	2,016,236.66
		In place	1,929,792.71
		This Estimate	1,003.86