Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6893
Estimate Number:	0003
Pay Period End Date:	03.15.2003

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:
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	$186,820.41	$51,093.62	$135,726.79
$2,017,247.25	Stockpiled Materials	$61,810.98	$61,810.98	$.00
Original Contract Amt	Gross Earnings	$248,631.39	$112,904.60	$135,726.79
$2,017,141.00	Retainage	$-1,868.20	$-510.94	$-1,357.26
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
9.26%	Net Earnings	$246,763.19	$112,393.66	$134,369.53
	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	$246,763.19	$112,393.66	$134,369.53
Project Manager			Div. Head/Dist. Eng.
Sawyer, Harlan	03.16.2003		O'Donnell, Les	03.18.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.18.2003
Controller Div. Processed
Burling, Laurie	03.18.2003

		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
		Total remaining for contract:	61,810.98

			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
		0.000	0.00
		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
		0.000	0.00
		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	179.000	13,335.50
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0006                          1102.00	4.75	238.000	1,130.50
REMOVE ASPHALT SURFACE	m2	238.000	1,130.50
		0.000	0.00
		0.000	0.00
0007                          1109.00	8.60	31.550	271.33
REMOVE CURB	m	31.550	271.33
		0.000	0.00
		0.000	0.00
0008                          4300.18	69.00	11.600	800.40
450 mm CULVERT PIPE	m	11.600	800.40
		0.000	0.00
		0.000	0.00
0009                          7017.00	7.35	274.260	2,015.81
REMOVE GUARDRAIL	m	274.260	2,015.81
		60.960	448.06
		0.000	0.00
0010                          L020.00	1.85	502.000	928.70
EROSION CONTROL	m2	502.000	928.70
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0012                          L021.06	19.55	234.000	4,574.70
EROSION CHECKS, TYPE HV	BALE	234.000	4,574.70
		0.000	0.00
		0.000	0.00
0013                          L022.12	9.50	3,575.200	33,964.40
FABRIC SILT FENCE-HIGH POROSITY	m	3,575.200	33,964.40
		0.000	0.00
		0.000	0.00
0014                          L022.25	17.00	50.000	850.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	50.000	850.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	132,054.34
		Current	132,054.34
		In place	448.06
		This Estimate	0.00
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
		1.000	12,000.00
0016                          4039.20	70.00	17.710	1,239.70
REMOVE AND RELAY CULVERT PIPE	m	17.710	1,239.70
		0.000	0.00
		0.000	0.00
0017                          4040.00	155.00	10.000	1,550.00
REMOVE HEADWALLS FROM CULVERTS	EACH	10.000	1,550.00
		2.000	310.00
		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		0.000	0.00
		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		0.000	0.00
		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		0.000	0.00
		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		0.000	0.00
		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
		1.000	2,500.00
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
		1.000	1,400.00
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
		1.000	2,100.00
0025                          4050.01	10.00	67.000	670.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	67.000	670.00
		28.000	280.00
		0.000	0.00
0026                          4051.01	13.00	366.000	4,758.00
EXCAVATION FOR BOX CULVERTS	m3	366.000	4,758.00
		239.000	3,107.00
		146.000	1,898.00
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
		0.000	0.00
		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	228.970	85,863.75
		96.610	36,228.75
		92.110	34,541.25
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
		0.000	0.00
		0.000	0.00
0030                          4150.00	1.80	230.000	414.00
REINFORCING STEEL FOR HEADWALL	kg	230.000	414.00
		0.000	0.00
		0.000	0.00
0031                          4151.00	1.50	14,479.000	21,718.50
REINFORCING STEEL FOR BOX CULVERT	kg	14,479.000	21,718.50
		6,465.000	9,697.50
		6,265.000	9,397.50
0032                          4157.00	1.80	96.000	172.80
REINFORCING STEEL FOR COLLARS	kg	96.000	172.80
		0.000	0.00
		0.000	0.00
0033                          4350.30	100.00	4.600	460.00
750 mm CORRUGATED METAL PIPE	m	4.600	460.00
		0.000	0.00
		0.000	0.00
0034                          4350.36	150.00	2.200	330.00
900 mm CORRUGATED METAL PIPE	m	2.200	330.00
		0.000	0.00
		0.000	0.00
0035                          4360.30	370.00	2.000	740.00
750 mm METAL FLARED-END SECTION	EACH	2.000	740.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	151,264.75
		Current	151,264.75
		In place	67,623.25
		This Estimate	63,836.75
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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0040                          4051.01	15.00	43.000	645.00
EXCAVATION FOR BOX CULVERTS	m3	43.000	645.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 107+60.06		Contracted	31,925.82
		Current	31,925.82
		In place	0.00
		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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0045                          4051.01	15.00	51.000	765.00
EXCAVATION FOR BOX CULVERTS	m3	51.000	765.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4B CULVERT AT STA. 112+48.03		Contracted	32,676.38
		Current	32,676.38
		In place	0.00
		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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0050                          4051.01	15.00	109.000	1,635.00
EXCAVATION FOR BOX CULVERTS	m3	109.000	1,635.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4C CULVERT AT STA. 122+38.66		Contracted	42,667.82
		Current	42,667.82
		In place	0.00
		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
		17.160	6,486.48
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
		1,166.000	1,399.20
GROUP 4D CULVERT AT STA. 133+01.25		Contracted	35,914.68
		Current	35,914.68
		In place	35,914.68
		This Estimate	7,885.68
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
		72.000	1,080.00
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
		55.480	20,971.44
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
		3,570.000	4,284.00
GROUP 4E CULVERT AT STA. 154+37.53		Contracted	41,156.54
		Current	41,156.54
		In place	41,458.64
		This Estimate	26,335.44
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
		1.000	3,000.00
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
		1.000	3,200.00
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
		77.000	1,155.00
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
		43.900	16,594.20
		43.900	16,594.20
0067                          4151.00	1.20	4,307.000	5,168.40
REINFORCING STEEL FOR BOX CULVERT	kg	4,307.000	5,168.40
		3,158.000	3,789.60
		3,158.000	3,789.60
GROUP 4F CULVERT AT STA. 170+38.59		Contracted	35,717.48
		Current	35,717.48
		In place	27,738.80
		This Estimate	27,738.80
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
		0.815	2,445.00
		0.815	2,445.00
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
		1.000	3,200.00
0070                          4051.01	15.00	50.000	750.00
EXCAVATION FOR BOX CULVERTS	m3	50.000	750.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4G CULVERT AT STA. 184+95.78		Contracted	24,464.24
		Current	24,464.24
		In place	5,645.00
		This Estimate	5,645.00
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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0075                          4051.01	15.00	137.000	2,055.00
EXCAVATION FOR BOX CULVERTS	m3	137.000	2,055.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4H CULVERT AT STA. 201+21.11		Contracted	41,312.42
		Current	41,312.42
		In place	0.00
		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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0080                          4051.01	15.00	140.000	2,100.00
EXCAVATION FOR BOX CULVERTS	m3	140.000	2,100.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 4I CULVERT AT STA. 251+38.52		Contracted	43,800.98
		Current	43,800.98
		In place	0.00
		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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
0085                          4051.01	14.00	315.000	4,410.00
EXCAVATION FOR BOX CULVERTS	m3	315.000	4,410.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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		0.000	0.00
		0.000	0.00
GROUP 4J CULVERT AT STA. 1100+16		Contracted	116,043.00
		Current	116,043.00
		In place	0.00
		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
		0.000	0.00
		0.000	0.00
0090                          L001.02	1,040.00	12.300	12,792.00
SEEDING, TYPE B	ha	12.300	12,792.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0092                          L032.75	75.00	62.000	4,650.00
MULCH	Mg	62.000	4,650.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	21,799.44
		Current	21,799.44
		In place	0.00
		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
		0.000	0.00
		0.000	0.00
0094                          6010.26	2,000.00	3.200	6,400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	3.200	6,400.00
		0.000	0.00
		0.000	0.00
0095                          6020.00	10.00	608.700	6,087.00
REINFORCING STEEL FOR BRIDGE	kg	608.700	6,087.00
		0.000	0.00
		0.000	0.00
0096                          6086.00	50.00	21.500	1,075.00
STRUCTURAL STEEL	kg	21.500	1,075.00
		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
		0.000	0.00
		0.000	0.00
0098                          7020.00	3,000.00	4.000	12,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	12,000.00
		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
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	36,562.72
		Current	36,562.72
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0100                          0030.81	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0104                          A500.00	200.00	1.000	200.00
INSTALL TRAFFIC SIGNAL CONTROLLER	EACH	1.000	200.00
TYPE FLASHER		0.000	0.00
		0.000	0.00
0105                          A501.40	200.00	1.000	200.00
INSTALL TRAFFIC SIGNAL, TYPE TS-4	EACH	1.000	200.00
		0.000	0.00
		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		0.000	0.00
		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		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	6,222.00
		Current	6,222.00
		In place	0.00
		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
		0.000	0.00
		0.000	0.00
0109                          1020.02	14.60	24.000	350.40
DELINEATOR, TYPE II	EACH	24.000	350.40
		0.000	0.00
		0.000	0.00
0110                          2001.00	11.85	117.000	1,386.45
GRAVEL SURFACE COURSE	m3	117.000	1,386.45
		0.000	0.00
		0.000	0.00
0111                          2020.00	4.00	66.000	264.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	66.000	264.00
		0.000	0.00
		0.000	0.00
0112                          2021.00	50.00	5.000	250.00
MAILBOX POST	EACH	5.000	250.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0114                          8008.00	16.90	30.000	507.00
ARMOR COAT AGGREGATE	m3	30.000	507.00
		0.000	0.00
		0.000	0.00
0115                          8029.84	2.00	387.000	774.00
BITUMINOUS FOUNDATION COURSE 100 mm	m2	387.000	774.00
		0.000	0.00
		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)		0.000	0.00
		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)		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0123                          9052.03	0.52	5,440.000	2,828.80
ARMOR COAT EMULSIFIED ASPHALT	L	5,440.000	2,828.80
		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
		0.000	0.00
		0.000	0.00
0125                          9053.20	0.23	11,498.000	2,644.54
FOG SEAL	L	11,498.000	2,644.54
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0128                          9173.15	66.00	89.680	5,918.88
TRENCHED WIDENING	StaM	89.680	5,918.88
		0.000	0.00
		0.000	0.00
0129                          9173.20	0.85	387.000	328.95
SUBGRADE PREPARATION	m2	387.000	328.95
		0.000	0.00
		0.000	0.00
0130                          9179.23	475.00	46.261	21,973.98
COLD MILLING, CLASS 3	StaM	46.261	21,973.98
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0133                          9188.50	24.00	204.000	4,896.00
SURFACING UNDER GUARDRAIL	m2	204.000	4,896.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0136                          W600.03	225.00	3.000	675.00
ADJUST VALVE BOX TO GRADE	EACH	3.000	675.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,051,118.84
		Current	1,051,118.84
		In place	0.00
		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
		547.000	273.50
		242.000	121.00
0138                          0001.10	3.70	2,379.000	8,802.30
BARRICADE, TYPE III	BDAY	2,379.000	8,802.30
		1,238.000	4,580.60
		636.000	2,353.20
0139                          0001.75	5.60	1,800.000	10,080.00
TEMPORARY SIGN DAY	EACH	1,800.000	10,080.00
		4.000	22.40
		4.000	22.40
0140                          0001.90	0.38	25,521.000	9,697.98
SIGN DAY	EACH	25,521.000	9,697.98
		1,546.000	587.48
		554.000	210.52
0141                          0002.55	19.60	475.230	9,314.51
OVERLAY BROKEN LINES	StaM	475.230	9,314.51
		0.000	0.00
		0.000	0.00
0142                          0002.60	19.65	950.460	18,676.54
OVERLAY SOLID LINES	StaM	950.460	18,676.54
		0.000	0.00
		0.000	0.00
0143                          0003.10	176.00	262.000	46,112.00
FLAGGING	DAY	262.000	46,112.00
		1.000	176.00
		1.000	176.00
0144                          0003.20	270.00	30.000	8,100.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	8,100.00
		0.000	0.00
		0.000	0.00
0145                          0003.51	32.00	103.632	3,316.22
INSTALL CONCRETE PROTECTION BARRIER	m	103.632	3,316.22
		0.000	0.00
		0.000	0.00
0146                          0005.10	95.00	348.000	33,060.00
TRAFFIC CONTROL MANAGEMENT	DAY	348.000	33,060.00
		24.000	2,280.00
		14.000	1,330.00
0147                          0010.04	1,200.00	1.000	1,200.00
FIELD OFFICE	EACH	1.000	1,200.00
		0.060	72.00
		0.060	72.00
0148                          0030.00	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0150                          9110.02	49.00	20.000	980.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	980.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
4000                          0001.99	1.25	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	85.000	106.25
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	172,439.55
		Current	172,545.80
		In place	7,991.98
		This Estimate	4,285.12
Totals for contract		Contracted	2,017,141.00
		Current	2,017,247.25
		In place	186,820.41
		This Estimate	135,726.79