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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	3441
Estimate Number:	0019
Pay Period End Date:	01.28.2003

Contract Location:
CROFTON NORTH	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	02.07.2002
1815 Y STREET	Date Awarded:	02.14.2002
PO BOX 80268	Date Contract Executed:	02.20.2002
	Date Notice to Proceed:	02.20.2002
LINCOLN NE 68501	Date Work Began:	04.01.2002
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
CEDAR
KNOX

Project Number		PCT			Fed State Project Number		Description
31441 000		0.000			EACSTPD-121-4(110)		GRAD CULV SEED BR GRDL BIT
31529 000		0.000			RD-121-4(1007)		BITUMINOUS
31531 000		0.000			S-12-5(1010)		BITUMINOUS

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,967,341.84	$2,964,981.74	$2,360.10
$4,228,350.64	Stockpiled Materials	$97,747.60	$88,809.12	$8,938.48
Original Contract Amt	Gross Earnings	$3,065,089.44	$3,053,790.86	$11,298.58
$4,203,935.00	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
70.18%	Net Earnings	$3,040,089.44	$3,028,790.86	$11,298.58
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$-400.00	$-400.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$1,231.02	$1,231.02	$.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	$831.02	$831.02	$.00
	Payment	$3,040,920.46	$3,029,621.88	$11,298.58
Project Manager			Div. Head/Dist. Eng.
Wiebelhaus, Bob	01.28.2003		Boyle, Pat	01.28.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	01.28.2003
Controller Div. Processed
Burling, Laurie	01.29.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0136	9005.31	ASPHALTIC CONCRETE, TYPE SP2(0.375)
		S.P. Initial Payment	10,374.00	1
		3/8 inch quartzite chips
		S.P. Adjustment	11.12	1
		3/8 inch quartzite chips
		S.P. Initial Payment	7,744.00	1
		quartz man. sand
		S.P. Adjustment	16.50	1
		quartz man. sand
		S.P. Initial Payment	22,360.68	1
		2A gravel
		S.P. Adjustment	7.16	1
		2A gravel
		S.P. Initial Payment	1,305.10	1
		Coarse sand
		S.P. Adjustment	1.55	1
		Coarse sand
0135	9005.30	ASPHALTIC CONCRETE, TYPE SP2(0.5)
		S.P. Initial Payment	12,617.62	1
		3/4 inch Quartzite
		S.P. Initial Payment	12,209.66	1
		3/4 inch quartzite
		S.P. Adjustment	-2,520.21	1
		3/4 inch quartzite
		S.P. Initial Payment	19,756.00	1
		quartz man. sand
		S.P. Adjustment	-4,077.22	1
		quartz man. sand
		S.P. Initial Payment	9,859.32	1
		2A gravel
		S.P. Adjustment	-2,034.65	1
		2A gravel
		S.P. Initial Payment	1,484.90	1
		Coarse sand
		S.P. Adjustment	-306.41	1
		Coarse sand
		Total for estimate 0018:	88,809.12
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0135	9005.30	ASPHALTIC CONCRETE, TYPE SP2(0.5)
		S.P. Initial Payment	2,520.17	2
		3/4 inch quartzite
		S.P. Initial Payment	4,077.26	2
		quartz man sand
		S.P. Initial Payment	2,034.65	2
		2A gravel
		S.P. Initial Payment	306.40	2
		Coarse sand
		Total for estimate 0019:	8,938.48
		Total remaining for contract:	97,747.60

			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                          L006.50	505.00	2.000	1,010.00
TEMPORARY SEEDING	ACRE	2.000	1,010.00
		2.550	1,287.75
		0.000	0.00
0002                          L020.00	1.50	13,822.000	20,733.00
EROSION CONTROL	SY	13,822.000	20,733.00
		0.000	0.00
		0.000	0.00
0003                          L020.09	12.25	400.000	4,900.00
EROSION CONTROL, TYPE AAA	SY	400.000	4,900.00
		0.000	0.00
		0.000	0.00
0004                          L022.11	2.10	2,158.000	4,531.80
FABRIC SILT FENCE-LOW POROSITY	LF	3,394.000	7,127.40
		2,087.500	4,383.75
		0.000	0.00
0005                          L022.75	17.25	36.000	621.00
TEMPORARY SILT CHECK	LF	36.000	621.00
		0.000	0.00
		0.000	0.00
0006                          0030.10	9,700.00	1.000	9,700.00
MOBILIZATION	LS	1.000	9,700.00
		1.000	9,700.00
		0.000	0.00
0007                          1009.00	9,700.00	1.000	9,700.00
GENERAL CLEARING AND GRUBBING	LS	1.000	9,700.00
		0.850	8,245.00
		0.000	0.00
0008                          1010.01	3.05	25,020.000	76,311.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	25,020.000	76,311.00
		8,959.000	27,324.96
		0.000	0.00
0009                          1011.00	9.20	308.000	2,833.60
WATER	MGAL	308.000	2,833.60
		0.000	0.00
		0.000	0.00
0010                          1030.00	3.85	51,275.000	197,408.75
EARTHWORK MEASURED IN EMBANKMENT	CY	51,275.000	197,408.75
		33,376.000	128,497.60
		0.000	0.00
0011                          1101.00	2.55	552.000	1,407.60
REMOVE PAVEMENT	SY	552.000	1,407.60
		539.871	1,376.67
		0.000	0.00
0012                          1106.00	5.10	134.000	683.40
REMOVE DRIVEWAY	SY	134.000	683.40
		47.600	242.76
		0.000	0.00
0013                          1116.00	6.10	13.000	79.30
REMOVE GUARD POST	EACH	13.000	79.30
		7.000	42.70
		0.000	0.00
0014                          1300.24	16.20	44.000	712.80
24" DRIVEWAY CULVERT PIPE	LF	44.000	712.80
		0.000	0.00
		0.000	0.00
0015                          4035.25	204.00	2.000	408.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	408.00
		1.000	204.00
		0.000	0.00
0016                          4300.36	30.00	396.000	11,880.00
36" CULVERT PIPE	LF	396.000	11,880.00
		396.000	11,880.00
		0.000	0.00
0017                          4350.48	38.00	54.000	2,052.00
48" CORRUGATED METAL PIPE	LF	54.000	2,052.00
		54.000	2,052.00
		0.000	0.00
0018                          4362.48	205.00	2.000	410.00
INSTALL 48" METAL FLARED-END SECTION	EACH	2.000	410.00
		0.000	0.00
		0.000	0.00
0019                          4764.35	10.05	3,056.000	30,712.80
4" PERFORATED PIPE UNDERDRAIN	LF	3,056.000	30,712.80
		3,254.000	32,702.70
		0.000	0.00
0020                          7017.00	2.05	7,117.000	14,589.85
REMOVE GUARDRAIL	LF	7,117.000	14,589.85
		7,503.000	15,381.15
		0.000	0.00
0413                          6960.06	74.92	0.000	0.00
ADDITIONAL WORK	LF	300.000	22,476.00
Trenched key with rock-- 4 x 10 trench, filter fabric lined, rock filled		303.300	22,723.24
		0.000	0.00
0417                          L006.00	225.00	0.000	0.00
COVER CROP SEEDING	ACRE	4.000	900.00
There is a need to covercrop slide repair areas Omitted from plans		2.380	535.50
		0.000	0.00
GROUP 1 GRADING		Contracted	390,684.90
		Current	416,656.50
		In place	266,579.78
		This Estimate	0.00
GROUP 4 CULVERTS
0021                          0030.40	7,150.00	1.000	7,150.00
MOBILIZATION	LS	1.000	7,150.00
		1.000	7,150.00
		0.000	0.00
0022                          1043.50	5.10	258.000	1,315.80
RIPRAP FILTER FABRIC	SY	258.000	1,315.80
		220.800	1,126.08
		0.000	0.00
0023                          4004.50	1.42	8,075.000	11,466.50
CAST IRON GRATE AND FRAME	LB	8,075.000	11,466.50
		8,348.000	11,854.16
		0.000	0.00
0024                          4035.25	151.00	3.000	453.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	453.00
		3.000	453.00
		0.000	0.00
0025                          4040.00	151.00	2.000	302.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	302.00
		1.000	151.00
		0.000	0.00
0026                          4044.00	5,100.00	1.000	5,100.00
PREPARATION OF STRUCTURE	EACH	1.000	5,100.00
AT STA. 20+70.7		1.000	5,100.00
		0.000	0.00
0027                          4044.01	1,525.00	1.000	1,525.00
PREPARATION OF STRUCTURE	EACH	1.000	1,525.00
AT STA. 56+55.2		1.000	1,525.00
		0.000	0.00
0028                          4044.02	2,425.00	1.000	2,425.00
PREPARATION OF STRUCTURE	EACH	1.000	2,425.00
AT STA. 193+36.6		1.000	2,425.00
		0.000	0.00
0029                          4044.03	1,530.00	1.000	1,530.00
PREPARATION OF STRUCTURE	EACH	1.000	1,530.00
AT STA. 237+22.8		1.000	1,530.00
		0.000	0.00
0030                          4044.04	4,050.00	1.000	4,050.00
PREPARATION OF STRUCTURE	EACH	1.000	4,050.00
AT STA. 372+92.2		1.000	4,050.00
		0.000	0.00
0031                          4050.01	10.15	89.000	903.35
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	89.000	903.35
		118.000	1,197.70
		0.000	0.00
0032                          4051.01	16.30	292.000	4,759.60
EXCAVATION FOR BOX CULVERTS	CY	292.000	4,759.60
		339.210	5,529.12
		0.000	0.00
0033                          4100.06	525.00	1.800	945.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	1.800	945.00
		1.940	1,018.50
		0.000	0.00
0034                          4101.06	282.62	184.080	52,024.69
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	184.080	52,024.69
		195.800	55,337.00
		0.000	0.00
0035                          4105.59	455.67	18.440	8,402.55
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	18.440	8,402.55
		19.440	8,858.23
		0.000	0.00
0036                          4107.07	527.36	1.830	965.07
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	1.830	965.07
		1.480	780.49
		0.000	0.00
0037                          4150.00	1.54	263.000	405.02
REINFORCING STEEL FOR HEADWALL	LB	263.000	405.02
		276.000	425.04
		0.000	0.00
0038                          4151.00	0.61	16,398.000	10,002.78
REINFORCING STEEL FOR BOX CULVERT	LB	16,398.000	10,002.78
		17,248.000	10,521.28
		0.000	0.00
0039                          4155.50	1.02	1,050.000	1,071.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	1,050.000	1,071.00
		1,110.000	1,132.20
		0.000	0.00
0040                          4157.00	1.54	139.000	214.06
REINFORCING STEEL FOR COLLARS	LB	139.000	214.06
		124.000	190.96
		0.000	0.00
0041                          4350.18	17.72	41.000	726.52
18" CORRUGATED METAL PIPE	LF	41.000	726.52
		41.480	735.02
		0.000	0.00
0042                          4350.24	22.22	14.000	311.08
24" CORRUGATED METAL PIPE	LF	14.000	311.08
		11.600	257.75
		0.000	0.00
0043                          4350.60	81.41	8.000	651.28
60" CORRUGATED METAL PIPE	LF	8.000	651.28
		5.640	459.15
		0.000	0.00
0044                          4360.18	196.30	6.000	1,177.80
18" METAL FLARED-END SECTION	EACH	6.000	1,177.80
		6.000	1,177.80
		0.000	0.00
0045                          4360.24	236.03	2.000	472.06
24" METAL FLARED-END SECTION	EACH	2.000	472.06
		2.000	472.06
		0.000	0.00
0046                          4362.30	94.92	1.000	94.92
INSTALL 30" METAL FLARED-END SECTION	EACH	1.000	94.92
		2.000	189.84
		0.000	0.00
0047                          4362.60	284.77	1.000	284.77
INSTALL 60" METAL FLARED-END SECTION	EACH	1.000	284.77
		1.000	284.77
		0.000	0.00
0048                          4384.18	17.10	2,267.000	38,765.70
18" CORRUGATED METAL SEWER PIPE	LF	2,267.000	38,765.70
		2,255.040	38,561.18
		0.000	0.00
0049                          4450.24	42.19	10.000	421.90
24" REINFORCED CONCRETE PIPE	LF	10.000	421.90
		12.000	506.28
		0.000	0.00
0050                          4450.36	80.18	8.000	641.44
36" REINFORCED CONCRETE PIPE	LF	8.000	641.44
		8.000	641.44
		0.000	0.00
0051                          4460.24	578.35	1.000	578.35
24" CONCRETE FLARED-END SECTION	EACH	1.000	578.35
		1.000	578.35
		0.000	0.00
0052                          4460.36	870.70	1.000	870.70
36" CONCRETE FLARED-END SECTION	EACH	1.000	870.70
		1.000	870.70
		0.000	0.00
0053                          4680.18	62.00	1,300.000	80,600.00
18" CORRUGATED METAL SLOTTED PIPE	LF	1,300.000	80,600.00
		1,300.000	80,600.00
		0.000	0.00
0054                          6105.01	51.20	14.000	716.80
ROCK RIPRAP, TYPE A	TON	14.000	716.80
		14.340	734.21
		0.000	0.00
0055                          6105.02	51.20	112.000	5,734.40
ROCK RIPRAP, TYPE B	TON	112.000	5,734.40
		149.110	7,634.43
		0.000	0.00
0411                          4051.12	28.26	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	CY	15.000	423.90
Paid at 10% of Box Culvert Concrete bid price.		47.210	1,334.16
		0.000	0.00
0414                          4977.02	551.25	0.000	0.00
DELIVERY	LS	1.000	551.25
Deliver culverts omitted from order list.		1.000	551.25
		0.000	0.00
GROUP 4 CULVERTS		Contracted	247,058.14
		Current	248,033.29
		In place	255,943.15
		This Estimate	0.00
GROUP 5 SEEDING
0056                          L001.01	435.00	2.000	870.00
SEEDING, TYPE A	ACRE	2.000	870.00
		0.000	0.00
		0.000	0.00
0057                          L001.02	333.00	29.000	9,657.00
SEEDING, TYPE B	ACRE	29.000	9,657.00
		0.000	0.00
		0.000	0.00
0058                          L032.75	56.32	69.500	3,914.24
MULCH	TON	69.500	3,914.24
		0.000	0.00
		0.000	0.00
0059                          0030.50	429.60	1.000	429.60
MOBILIZATION	LS	1.000	429.60
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	14,870.84
		Current	14,870.84
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 166+89.90
0060                          0030.60	35,839.00	1.000	35,839.00
MOBILIZATION	LS	1.000	35,839.00
		1.000	35,839.00
		0.000	0.00
0061                          1010.01	5.10	1,370.000	6,987.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,370.000	6,987.00
		1,370.000	6,987.00
		0.000	0.00
0062                          1043.50	3.07	120.000	368.40
RIPRAP FILTER FABRIC	SY	120.000	368.40
		120.000	368.40
		0.000	0.00
0063                          3050.15	205.00	177.400	36,367.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	177.400	36,367.00
		177.400	36,367.00
		0.000	0.00
0064                          3051.10	0.51	19,490.000	9,939.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,490.000	9,939.90
		19,490.000	9,939.90
		0.000	0.00
0065                          6000.10	9,215.85	1.000	9,215.85
ABUTMENT NO.1 EXCAVATION	LS	1.000	9,215.85
		1.000	9,215.85
		0.000	0.00
0066                          6000.11	9,215.85	1.000	9,215.85
ABUTMENT NO.2 EXCAVATION	LS	1.000	9,215.85
		1.000	9,215.85
		0.000	0.00
0067                          6005.35	71.68	98.000	7,024.64
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	98.000	7,024.64
		98.000	7,024.64
		0.000	0.00
0068                          6005.78	1,025.00	5.000	5,125.00
EXPANSION BEARING, TFE TYPE	EACH	5.000	5,125.00
		5.000	5,125.00
		0.000	0.00
0069                          6005.83	1,025.00	5.000	5,125.00
FIXED BEARING	EACH	5.000	5,125.00
		5.000	5,125.00
		0.000	0.00
0070                          6010.22	318.00	110.000	34,980.00
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	110.000	34,980.00
		112.900	35,902.20
		0.000	0.00
0071                          6010.26	267.00	171.400	45,763.80
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	171.400	45,763.80
		174.700	46,644.90
		0.000	0.00
0072                          6011.11	94,250.00	1.000	94,250.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	94,250.00
AT STA. 166+89.90		1.000	94,250.00
		0.000	0.00
0073                          6030.00	34,800.00	1.000	34,800.00
PREPARATION OF BRIDGE	EACH	1.000	34,800.00
AT STA. 166+89.90		1.000	34,800.00
		0.000	0.00
0074                          6095.00	1,230.00	4.000	4,920.00
STEEL DIAPHRAGM	EACH	4.000	4,920.00
		4.000	4,920.00
		0.000	0.00
0075                          6104.00	15.36	94.000	1,443.84
BROKEN CONCRETE RIPRAP	TON	94.000	1,443.84
		94.000	1,443.84
		23.500	360.96
0076                          6105.01	30.75	23.000	707.25
ROCK RIPRAP, TYPE A	TON	23.000	707.25
		29.970	921.58
		0.000	0.00
0077                          6105.02	30.75	415.000	12,761.25
ROCK RIPRAP, TYPE B	TON	415.000	12,761.25
		393.210	12,091.21
		0.000	0.00
0078                          6131.50	0.51	32,605.000	16,628.55
EPOXY COATED REINFORCING STEEL	LB	32,605.000	16,628.55
		32,605.000	16,628.55
		0.000	0.00
0079                          6139.50	41.00	85.000	3,485.00
SUBSURFACE DRAINAGE MATTING	SY	85.000	3,485.00
		85.000	3,485.00
		0.000	0.00
0080                          6210.12	18.45	820.000	15,129.00
HP 10"X42# STEEL PILING	LF	820.000	15,129.00
		927.200	17,106.85
		0.000	0.00
0081                          8091.00	26.62	110.000	2,928.20
GRANULAR BACKFILL	CY	110.000	2,928.20
		110.000	2,928.20
		0.000	0.00
0415                          6990.01	105.00	0.000	0.00
MODIFY	LS	1.000	105.00
Poured Abut # 2 6 " wider. Need new snap ties for formwork.		1.000	105.00
		0.000	0.00
0601                          6210.32	11.07	0.000	0.00
PAY CUT-OFF 10" X 42# STEEL PILING	LF	50.000	553.50
Pay Cut off for H Pile		27.800	307.75
		0.000	0.00
GROUP 6 BRIDGE AT STA. 166+89.90		Contracted	393,004.53
		Current	393,663.03
		In place	396,742.72
		This Estimate	360.96
GROUP 6A BRIDGE AT STA. 181+18.89
0082                          0030.60	20,500.00	1.000	20,500.00
MOBILIZATION	LS	1.000	20,500.00
		1.000	20,500.00
		0.000	0.00
0083                          1010.01	5.15	475.000	2,446.25
EXCAVATION (ESTABLISHED QUANTITY)	CY	475.000	2,446.25
		475.000	2,446.25
		0.000	0.00
0084                          1043.50	3.07	82.000	251.74
RIPRAP FILTER FABRIC	SY	82.000	251.74
		82.000	251.74
		0.000	0.00
0085                          3050.15	205.00	176.300	36,141.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000	CY	176.300	36,141.50
		176.300	36,141.50
		0.000	0.00
0086                          3051.10	0.51	19,090.000	9,735.90
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	LB	19,090.000	9,735.90
		19,090.000	9,735.90
		0.000	0.00
0087                          6000.10	12,300.00	1.000	12,300.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	12,300.00
		1.000	12,300.00
		0.000	0.00
0088                          6000.11	12,300.00	1.000	12,300.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	12,300.00
		1.000	12,300.00
		0.000	0.00
0089                          6005.78	1,230.00	2.000	2,460.00
EXPANSION BEARING, TFE TYPE	EACH	2.000	2,460.00
		2.000	2,460.00
		0.000	0.00
0090                          6005.83	1,230.00	2.000	2,460.00
FIXED BEARING	EACH	2.000	2,460.00
		2.000	2,460.00
		0.000	0.00
0091                          6010.22	460.79	34.000	15,666.86
CLASS 47B-3000 CONCRETE FOR BRIDGE	CY	34.000	15,666.86
		34.000	15,666.86
		0.000	0.00
0092                          6010.26	400.00	73.300	29,320.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE	CY	73.300	29,320.00
		73.300	29,320.00
		0.000	0.00
0093                          6030.00	25,600.00	1.000	25,600.00
PREPARATION OF BRIDGE	EACH	1.000	25,600.00
AT STA. 181+18.89		1.000	25,600.00
		0.000	0.00
0094                          6081.00	1.33	9,350.000	12,435.50
STRUCTURAL STEEL FOR SUPERSTRUCTURE	LB	9,350.000	12,435.50
		9,350.000	12,435.50
		0.000	0.00
0095                          6104.00	15.36	78.000	1,198.08
BROKEN CONCRETE RIPRAP	TON	78.000	1,198.08
		78.000	1,198.08
		0.000	0.00
0096                          6105.01	31.00	24.000	744.00
ROCK RIPRAP, TYPE A	TON	24.000	744.00
		29.120	902.72
		0.000	0.00
0097                          6105.02	31.00	315.000	9,765.00
ROCK RIPRAP, TYPE B	TON	315.000	9,765.00
		300.180	9,305.58
		0.000	0.00
0098                          6131.50	0.72	15,350.000	11,052.00
EPOXY COATED REINFORCING STEEL	LB	15,350.000	11,052.00
		15,350.000	11,052.01
		0.000	0.00
0099                          6139.50	41.00	47.000	1,927.00
SUBSURFACE DRAINAGE MATTING	SY	47.000	1,927.00
		47.000	1,927.00
		0.000	0.00
0100                          6210.12	19.50	700.000	13,650.00
HP 10"X42# STEEL PILING	LF	700.000	13,650.00
		555.000	10,822.50
		0.000	0.00
0101                          6951.12	3.07	684.000	2,099.88
SHEAR CONNECTORS	EACH	684.000	2,099.88
		684.000	2,099.88
		0.000	0.00
0102                          8091.00	26.62	90.000	2,395.80
GRANULAR BACKFILL	CY	90.000	2,395.80
		90.000	2,395.80
		0.000	0.00
0602                          6210.32	11.70	0.000	0.00
PAY CUT-OFF 10" X 42# STEEL PILING	LF	50.000	585.00
Pay Cut off for H Pile		120.000	1,404.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 181+18.89		Contracted	224,449.51
		Current	225,034.51
		In place	222,725.32
		This Estimate	0.00
GROUP 7 GUARDRAIL
0103                          0030.70	93.00	1.000	93.00
MOBILIZATION	LS	1.000	93.00
		0.000	0.00
		0.000	0.00
0104                          7011.20	11.25	143.750	1,617.19
W-BEAM GUARDRAIL	LF	143.750	1,617.19
		143.750	1,617.19
		0.000	0.00
0105                          7015.00	6.14	7,088.000	43,520.32
CABLE GUARDRAIL	LF	7,088.000	43,520.32
		0.000	0.00
		0.000	0.00
0106                          7020.00	1,125.00	8.000	9,000.00
BRIDGE APPROACH SECTIONS	EACH	8.000	9,000.00
		8.000	9,000.00
		0.000	0.00
0107                          7023.00	1,025.00	26.000	26,650.00
TERMINAL ANCHORAGE SECTIONS	EACH	26.000	26,650.00
		0.000	0.00
		0.000	0.00
0108                          7024.27	1,550.00	8.000	12,400.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,400.00
		8.000	12,400.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	93,280.51
		Current	93,280.51
		In place	23,017.19
		This Estimate	0.00
GROUP 8B ELECTRICAL
0109                          A001.12	308.00	1.000	308.00
PULL BOX, TYPE PB-5	EACH	1.000	308.00
		1.000	308.00
		0.000	0.00
0110                          A009.58	1,800.00	3.000	5,400.00
STREET LIGHTING UNIT, TYPE SL-BT-45-12-0.40	EACH	3.000	5,400.00
		3.000	5,400.00
		0.000	0.00
0111                          A020.10	1,025.00	1.000	1,025.00
LIGHTING CONTROL CENTER, TYPE D	EACH	1.000	1,025.00
		1.000	1,025.00
		0.000	0.00
0112                          A070.08	15.36	105.000	1,612.80
1 1/2-INCH CONDUIT, JACKED	LF	105.000	1,612.80
		99.000	1,520.64
		0.000	0.00
0113                          A070.10	2.05	369.000	756.45
1 1/2-INCH CONDUIT IN TRENCH	LF	369.000	756.45
		424.700	870.64
		0.000	0.00
0114                          A080.22	0.51	474.000	241.74
STREET LIGHTING CABLE, NO. 6 BARE	LF	474.000	241.74
		523.700	267.09
		0.000	0.00
0115                          A080.24	1.05	948.000	995.40
STREET LIGHTING CABLE, NO. 6 USE	LF	948.000	995.40
		1,047.400	1,099.77
		0.000	0.00
0116                          A600.00	512.00	3.000	1,536.00
REMOVE LIGHTING UNIT	EACH	3.000	1,536.00
		3.000	1,536.00
		0.000	0.00
0117                          0030.81	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		0.115	8,625.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	86,875.39
		Current	86,875.39
		In place	20,652.14
		This Estimate	0.00
GROUP 9 BITUMINOUS
0118                          0002.55	7.95	1,020.630	8,114.01
OVERLAY BROKEN LINES	STA	1,020.630	8,114.01
		1,024.280	8,143.03
		0.000	0.00
0119                          0002.60	7.95	2,041.260	16,228.02
OVERLAY SOLID LINES	STA	2,041.260	16,228.02
		2,508.240	19,940.51
		0.000	0.00
0120                          0030.90	22,501.29	1.000	22,501.29
MOBILIZATION	LS	1.000	22,501.29
		1.000	22,501.29
		0.000	0.00
0121                          1020.03	14.85	116.000	1,722.60
DELINEATOR, TYPE III	EACH	116.000	1,722.60
		0.000	0.00
		0.000	0.00
0122                          1020.20	20.50	68.000	1,394.00
INSTALL CHEVRONS	EACH	68.000	1,394.00
		0.000	0.00
		0.000	0.00
0123                          2001.00	15.36	1,022.000	15,697.92
GRAVEL SURFACE COURSE	CY	1,022.000	15,697.92
		782.000	12,011.52
		0.000	0.00
0124                          2009.10	62.50	28.584	1,786.50
GRAVEL EMBEDMENT	STA	28.584	1,786.50
		28.584	1,786.50
		0.000	0.00
0125                          2020.00	5.65	1,226.000	6,926.90
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	SY	1,226.000	6,926.90
		0.000	0.00
		0.000	0.00
0126                          2021.00	51.20	15.000	768.00
MAILBOX POST	EACH	15.000	768.00
		0.000	0.00
		0.000	0.00
0127                          3075.32	45.50	2,211.000	100,600.50
8" CONCRETE PAVEMENT, CLASS 47B-3500	SY	2,211.000	100,600.50
		2,143.000	97,506.50
		0.000	0.00
0128                          8022.00	109.50	439.000	48,070.50
HYDRATED LIME	TON	239.000	26,170.50
		196.250	21,489.38
		0.000	0.00
0129                          8110.50	492.00	501.756	246,863.95
HYDRATED LIME SLURRY STABILIZATION	STA	341.756	168,143.95
		340.060	167,309.52
		0.000	0.00
0130                          9000.75	15.15	500.000	7,575.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	500.000	7,575.00
SP2(0.375)		81.730	1,238.21
		0.000	0.00
0132                          9005.00	36.47	100.000	3,647.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	3,647.00
SP2(0.375)		691.740	25,227.75
		0.000	0.00
0136                          9005.31	15.53	28,250.000	438,722.50
ASPHALTIC CONCRETE, TYPE SP2(0.375)	TON	34,220.000	531,436.60
		14,762.060	229,254.79
		0.000	0.00
0137                          9009.00	3.45	5,994.000	20,679.30
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	SY	5,994.000	20,679.30
		801.100	2,763.80
		0.000	0.00
0138                          9020.91	160.00	34.500	5,520.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0139                          9021.01	160.00	1,956.150	312,984.00
PERFORMANCE GRADED BINDER (64-22)	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0140                          9034.00	1.61	414.000	666.54
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	SY	414.000	666.54
		0.000	0.00
		0.000	0.00
0141                          9052.15	0.83	107,340.000	89,092.20
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	GAL	68,340.000	56,722.20
		67,616.258	56,121.49
		0.000	0.00
0142                          9053.00	0.64	34,000.000	21,760.00
TACK COAT	GAL	33,810.000	21,638.40
		19,591.000	12,538.24
		0.000	0.00
0143                          9111.00	9.22	263.000	2,424.86
WATER	MGAL	263.000	2,424.86
		0.000	0.00
		0.000	0.00
0144                          9170.00	51.20	1,007.682	51,593.32
EARTH SHOULDER CONSTRUCTION	STA	1,007.682	51,593.32
		0.000	0.00
		0.000	0.00
0145                          9173.15	16.65	731.396	12,177.74
TRENCHED WIDENING	STA	655.886	10,920.50
		676.170	11,258.23
		0.000	0.00
0146                          9173.20	5.12	3,595.000	18,406.40
SUBGRADE PREPARATION	SY	3,595.000	18,406.40
		2,143.000	10,972.15
		0.000	0.00
0149                          9188.50	14.33	4,622.000	66,233.26
SURFACING UNDER GUARDRAIL	SY	3,624.000	51,931.92
		793.000	11,363.69
		0.000	0.00
0150                          9300.50	10,451.00	1.000	10,451.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	10,451.00
		0.000	0.00
		0.000	0.00
0403                          3970.05	9,345.00	0.000	0.00
REPAIR	LS	1.000	9,345.00
Newcastle-Vermillion bridge, abutment slope- slide repair Remove pipe,shape slope,grade ditches,plug pipes,remove FES		1.000	9,345.00
		0.000	0.00
0404                          6610.48	29.17	0.000	0.00
ROADWAY JOINTS	LF	660.000	19,252.20
Mill, clean, tack-- replace asphaltic concrete in bad joints3' wide , 3 inches deep, Type SP3 Asph.Concrete		994.410	29,006.94
		0.000	0.00
0405                          9005.31	83.50	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP2(0.375)	TON	175.000	14,612.50
Widening the radius at the 12&15 Junction for the Newcastle-Vermillion bridge. To make it easier for trucks to turn.		151.550	12,654.43
		0.000	0.00
0406                          9173.20	12.85	0.000	0.00
SUBGRADE PREPARATION	SY	320.000	4,112.00
Includes coreout, subgrade preparation and shouldering		280.000	3,598.00
		0.000	0.00
0407                          4962.24	2,250.00	0.000	0.00
24" CORRUGATED METAL PIPE	LS	1.000	2,250.00
Remove FES,supply,install 10'x24" CM pipe,reinstall FES		1.000	2,250.00
		0.000	0.00
0408                          9185.61	4,600.00	0.000	0.00
MILLING	LS	1.000	4,600.00
Mill inlay at East and West ends of Hwy 12 overlay at Ponca Includes 1 1/2 blocks of curb&gutter inlay and inter inlay		0.000	0.00
		0.000	0.00
0409                          9005.31	43.00	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP2(0.375)	TON	1,263.000	54,309.00
Overlay 1 1/2" on Hwy 12 by Ponca (bridge West)1 1/2" overlay on 1 1/2 blocks in Ponca		0.000	0.00
		0.000	0.00
0416                          4015.04	150.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	1.000	150.00
Field conditions warrant adjusting a manhole		0.000	0.00
		0.000	0.00
4001                          9021.10	169.188	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	TON	1,500.000	253,782.00
Added at the supplier .25% appl. rate		625.853	105,886.81
		0.000	0.00
4004                          9020.91	169.188	0.000	0.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	10.000	1,691.88
.25% appl. rate added at the supplier		3.108	525.83
		0.000	0.00
4005                          9179.23	103.66	0.000	0.00
COLD MILLING, CLASS 3	STA	164.000	17,000.24
Milling on 121-4 (110)		163.430	16,941.15
		0.000	0.00
4006                          8111.00	2.205	0.000	0.00
SHOULDER SUBGRADE PREPARATION	STA	6,500.000	14,332.50
		0.000	0.00
		0.000	0.00
4007                          9005.31	17.53	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP2(0.375)	TON	1,900.000	33,307.00
Asphaltic concrete for surfaced shoulders		0.000	0.00
		0.000	0.00
4008                          1021.10	5.35	0.000	0.00
REMOVE DELINEATOR UNITS	EACH	112.000	599.20
Remove delineators and chevrons		29.000	155.15
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,532,607.31
		Current	1,587,490.75
		In place	891,789.91
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0151                          0001.08	0.50	4,134.000	2,067.00
BARRICADE, TYPE II	BDAY	4,134.000	2,067.00
		35,208.000	17,604.00
		651.000	325.50
0152                          0001.10	2.05	2,982.000	6,113.10
BARRICADE, TYPE III	BDAY	2,982.000	6,113.10
		9,493.000	19,460.65
		0.000	0.00
0153                          0001.30	1.02	866.000	883.32
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	866.000	883.32
		235.000	239.70
		0.000	0.00
0154                          0001.75	4.10	400.000	1,640.00
TEMPORARY SIGN DAY	EACH	400.000	1,640.00
		954.000	3,911.40
		0.000	0.00
0155                          0001.90	0.56	16,468.000	9,222.08
SIGN DAY	EACH	16,468.000	9,222.08
		20,817.000	11,657.52
		651.000	364.56
0156                          0002.30	2.18	1,200.000	2,616.00
PAVEMENT MARKING REMOVAL	LF	1,200.000	2,616.00
		8,999.000	19,617.82
		0.000	0.00
0157                          0002.38	0.31	4,000.000	1,240.00
TEMPORARY PAVEMENT MARKING, TYPE I	LF	4,000.000	1,240.00
		15,168.000	4,702.08
		0.000	0.00
0158                          0002.39	3.36	1,200.000	4,032.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	1,200.000	4,032.00
		288.000	967.68
		0.000	0.00
0159                          0003.10	178.01	40.000	7,120.40
FLAGGING	DAY	40.000	7,120.40
		193.500	34,444.94
		10.000	1,780.10
0160                          0003.20	230.00	15.000	3,450.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	15.000	3,450.00
		33.500	7,705.00
		1.000	230.00
0161                          0003.50	27.05	1,690.000	45,714.50
CONCRETE PROTECTION BARRIER	LF	1,690.000	45,714.50
		1,087.500	29,416.88
		0.000	0.00
0162                          0003.56	0.81	2,810.000	2,276.10
RELOCATE CONCRETE PROTECTION BARRIER	LF	2,810.000	2,276.10
		3,800.000	3,078.01
		0.000	0.00
0163                          0003.75	10,250.00	3.000	30,750.00
TEMPORARY TRAFFIC SIGNAL	EACH	3.000	30,750.00
		3.000	30,750.00
		0.000	0.00
0164                          0010.04	2,817.00	0.340	957.78
FIELD OFFICE	EACH	0.340	957.78
		0.510	1,436.67
		0.000	0.00
0165                          0030.00	2,740.36	1.000	2,740.36
MOBILIZATION	LS	1.000	2,740.36
		1.000	2,740.36
		0.000	0.00
0166                          9110.01	53.08	30.000	1,592.40
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	530.80
		5.000	265.40
		0.000	0.00
0167                          9110.02	68.02	10.000	680.20
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	680.20
		13.500	918.28
		0.000	0.00
0168                          9110.03	46.35	30.000	1,390.50
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	463.50
		5.000	231.75
		0.000	0.00
0169                          9110.07	34.39	30.000	1,031.70
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	343.90
		25.500	876.96
		0.000	0.00
0401                          0003.50	27.05	0.000	0.00
CONCRETE PROTECTION BARRIER	LF	-380.000	-10,279.00
New style NCHRP 350 worker protection barrierContractor supplied, hauled ,placed and removal		0.000	0.00
		0.000	0.00
0402                          0003.50	11.50	0.000	0.00
CONCRETE PROTECTION BARRIER	LF	1,310.000	15,065.00
Old style 10 ' long worker protection barriersProvided by Dept of Roads in Laurel and Schuyler maintenence		1,110.000	12,765.00
		0.000	0.00
0410                          0001.99	0.95	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	600.000	570.00
		1,465.000	1,391.75
		0.000	0.00
0412                          0003.70	420.00	0.000	0.00
TEMPORARY RUMBLE STRIP	EACH	6.000	2,520.00
Omitted in pay quantitiesRequired as per traffic signal plans		6.000	2,520.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	125,517.44
		Current	130,717.04
		In place	206,701.85
		This Estimate	2,700.16
GROUP 9 BITUMINOUS
0118                          0002.55	7.95	375.000	2,981.25
OVERLAY BROKEN LINES	STA	375.000	2,981.25
		0.000	0.00
		0.000	0.00
0119                          0002.60	7.95	750.000	5,962.50
OVERLAY SOLID LINES	STA	750.000	5,962.50
		0.000	0.00
		0.000	0.00
0120                          0030.90	5,603.62	1.000	5,603.62
MOBILIZATION	LS	1.000	5,603.62
		0.000	0.00
		0.000	0.00
0131                          9000.75	15.43	750.000	11,572.50
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	750.000	11,572.50
SP2(0.5)		0.000	0.00
		0.000	0.00
0133                          9005.00	36.84	100.000	3,684.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	100.000	3,684.00
SP2(0.5)		0.000	0.00
		0.000	0.00
0135                          9005.30	16.19	6,190.000	100,216.10
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	6,190.000	100,216.10
		0.000	0.00
		0.000	0.00
0138                          9020.91	160.00	40.500	6,480.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0139                          9021.01	160.00	339.660	54,345.60
PERFORMANCE GRADED BINDER (64-22)	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0142                          9053.00	0.64	7,944.000	5,084.16
TACK COAT	GAL	7,944.000	5,084.16
		0.000	0.00
		0.000	0.00
0147                          9179.23	103.66	199.228	20,651.97
COLD MILLING, CLASS 3	STA	199.228	20,651.97
		0.000	0.00
		0.000	0.00
4002                          9021.01	169.188	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	TON	260.000	43,988.88
Added at the supplier .25% appl rate.		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	216,581.70
		Current	199,744.98
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0152                          0001.10	2.05	72.000	147.60
BARRICADE, TYPE III	BDAY	72.000	147.60
		0.000	0.00
		0.000	0.00
0153                          0001.30	1.02	36.000	36.72
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	36.000	36.72
		0.000	0.00
		0.000	0.00
0154                          0001.75	4.10	200.000	820.00
TEMPORARY SIGN DAY	EACH	200.000	820.00
		0.000	0.00
		0.000	0.00
0155                          0001.90	0.56	756.000	423.36
SIGN DAY	EACH	756.000	423.36
		0.000	0.00
		0.000	0.00
0159                          0003.10	178.01	20.000	3,560.20
FLAGGING	DAY	20.000	3,560.20
		0.000	0.00
		0.000	0.00
0160                          0003.20	230.00	3.000	690.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	3.000	690.00
		0.000	0.00
		0.000	0.00
0164                          0010.04	2,817.00	0.330	929.61
FIELD OFFICE	EACH	0.330	929.61
		0.000	0.00
		0.000	0.00
0165                          0030.00	185.16	1.000	185.16
MOBILIZATION	LS	1.000	185.16
		0.000	0.00
		0.000	0.00
0166                          9110.01	53.08	20.000	1,061.60
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,061.60
		0.000	0.00
		0.000	0.00
0167                          9110.02	68.02	20.000	1,360.40
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,360.40
		0.000	0.00
		0.000	0.00
0168                          9110.03	46.35	20.000	927.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	927.00
		0.000	0.00
		0.000	0.00
0169                          9110.07	34.39	20.000	687.80
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	687.80
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	10,829.45
		Current	10,829.45
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0057                          L001.02	333.00	13.500	4,495.50
SEEDING, TYPE B	ACRE	13.500	4,495.50
		0.000	0.00
		0.000	0.00
0058                          L032.75	56.32	30.000	1,689.60
MULCH	TON	30.000	1,689.60
		0.000	0.00
		0.000	0.00
0059                          0030.50	286.40	1.000	286.40
MOBILIZATION	LS	1.000	286.40
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	6,471.50
		Current	6,471.50
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0118                          0002.55	7.95	1,261.500	10,028.93
OVERLAY BROKEN LINES	STA	1,261.500	10,028.93
		1,095.000	8,705.26
		0.000	0.00
0119                          0002.60	7.95	2,523.000	20,057.85
OVERLAY SOLID LINES	STA	2,523.000	20,057.85
		2,360.220	18,763.75
		0.000	0.00
0120                          0030.90	15,020.09	1.000	15,020.09
MOBILIZATION	LS	1.000	15,020.09
		1.000	15,020.09
		0.000	0.00
0131                          9000.75	15.43	750.000	11,572.50
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	TON	750.000	11,572.50
SP2(0.5)		0.000	0.00
		0.000	0.00
0134                          9005.01	39.11	500.000	19,555.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	500.000	19,555.00
SP2(0.5)		1,267.100	49,556.28
		0.000	0.00
0135                          9005.30	16.19	23,970.000	388,074.30
ASPHALTIC CONCRETE, TYPE SP2(0.5)	TON	23,970.000	388,074.30
		17,981.760	291,124.70
		0.000	0.00
0138                          9020.91	160.00	40.500	6,480.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0139                          9021.01	160.00	1,321.380	211,420.80
PERFORMANCE GRADED BINDER (64-22)	TON	0.000	0.00
		0.000	0.00
		0.000	0.00
0142                          9053.00	0.64	25,230.000	16,147.20
TACK COAT	GAL	25,230.000	16,147.20
		17,583.000	11,253.12
		0.000	0.00
0143                          9111.00	9.22	293.000	2,701.46
WATER	MGAL	293.000	2,701.46
		0.000	0.00
		0.000	0.00
0144                          9170.00	51.20	1,173.016	60,058.42
EARTH SHOULDER CONSTRUCTION	STA	1,173.016	60,058.42
		683.390	34,989.57
		0.000	0.00
0147                          9179.23	103.66	586.508	60,797.42
COLD MILLING, CLASS 3	STA	586.508	60,797.42
		578.010	59,916.52
		0.000	0.00
0148                          9179.43	170.00	44.240	7,520.80
COLD MILLING, CLASS 3	STA	44.240	7,520.80
"A"		56.230	9,559.10
		0.000	0.00
4003                          9021.10	169.188	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	TON	1,010.000	170,879.88
.25% antistrip added at the supplier		761.164	128,779.81
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	829,434.76
		Current	782,413.84
		In place	627,668.20
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0152                          0001.10	2.05	252.000	516.60
BARRICADE, TYPE III	BDAY	252.000	516.60
		843.000	1,728.15
		0.000	0.00
0153                          0001.30	1.02	126.000	128.52
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	126.000	128.52
		0.000	0.00
		0.000	0.00
0154                          0001.75	4.10	560.000	2,296.00
TEMPORARY SIGN DAY	EACH	560.000	2,296.00
		516.000	2,115.60
		0.000	0.00
0155                          0001.90	0.56	5,364.000	3,003.84
SIGN DAY	EACH	5,364.000	3,003.84
		13,573.000	7,600.88
		0.000	0.00
0159                          0003.10	178.01	56.000	9,968.56
FLAGGING	DAY	56.000	9,968.56
		90.000	16,020.90
		-2.000	-356.02
0160                          0003.20	230.00	12.000	2,760.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	12.000	2,760.00
		30.500	7,015.00
		-1.500	-345.00
0164                          0010.04	2,817.00	0.330	929.61
FIELD OFFICE	EACH	0.330	929.61
		0.165	464.81
		0.000	0.00
0165                          0030.00	555.48	1.000	555.48
MOBILIZATION	LS	1.000	555.48
		1.000	555.48
		0.000	0.00
0166                          9110.01	53.08	60.000	3,184.80
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	3,184.80
		108.000	5,732.64
		0.000	0.00
0167                          9110.02	68.02	60.000	4,081.20
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	60.000	4,081.20
		0.000	0.00
		0.000	0.00
0168                          9110.03	46.35	60.000	2,781.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	2,781.00
		107.750	4,994.21
		0.000	0.00
0169                          9110.07	34.39	60.000	2,063.40
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	2,063.40
		270.250	9,293.91
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	32,269.01
		Current	32,269.01
		In place	55,521.58
		This Estimate	-701.02
Totals for contract		Contracted	4,203,935.00
		Current	4,228,350.65
		In place	2,967,341.84
		This Estimate	2,360.10