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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	3441
Estimate Number:	0003
Pay Period End Date:	06.01.2002

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	$237,887.21	$98,203.29	$139,683.92
$4,208,721.00	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$237,887.21	$98,203.29	$139,683.92
$4,203,935.00	Retainage	$-2,378.87	$-982.03	$-1,396.84
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
5.65%	Net Earnings	$235,508.34	$97,221.26	$138,287.08
	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	$503.94	$374.63	$129.31
	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	$503.94	$374.63	$129.31
	Payment	$236,012.28	$97,595.89	$138,416.39
Project Manager			Div. Head/Dist. Eng.
Wiebelhaus, Bob	06.04.2002		Boyle, Pat	06.06.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.06.2002
Controller Div. Processed
Burling, Laurie	06.06.2002

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L006.50	505.00	2.000	1,010.00
TEMPORARY SEEDING	ACRE	2.000	1,010.00
		1.000	505.00
		1.000	505.00
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	2,158.000	4,531.80
		1,311.500	2,754.15
		460.000	966.00
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
		0.100	970.00
		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
		3,904.000	11,907.20
		3,904.000	11,907.20
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
		16,268.000	62,631.80
		2,000.000	7,700.00
0011                          1101.00	2.55	552.000	1,407.60
REMOVE PAVEMENT	SY	552.000	1,407.60
		0.000	0.00
		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
		0.000	0.00
		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
		1,010.000	10,150.50
		1,010.000	10,150.50
0020                          7017.00	2.05	7,117.000	14,589.85
REMOVE GUARDRAIL	LF	7,117.000	14,589.85
		488.000	1,000.40
		488.000	1,000.40
GROUP 1 GRADING		Contracted	390,684.90
		Current	390,684.90
		In place	113,997.81
		This Estimate	32,229.10
GROUP 4 CULVERTS
0021                          0030.40	7,150.00	1.000	7,150.00
MOBILIZATION	LS	1.000	7,150.00
		0.000	0.00
		0.000	0.00
0022                          1043.50	5.10	258.000	1,315.80
RIPRAP FILTER FABRIC	SY	258.000	1,315.80
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0024                          4035.25	151.00	3.000	453.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	453.00
		0.000	0.00
		0.000	0.00
0025                          4040.00	151.00	2.000	302.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	302.00
		0.000	0.00
		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		0.000	0.00
		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		0.000	0.00
		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
		1.000	2,425.00
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
		1.000	1,530.00
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		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0032                          4051.01	16.30	292.000	4,759.60
EXCAVATION FOR BOX CULVERTS	CY	292.000	4,759.60
		99.000	1,613.70
		99.000	1,613.70
0033                          4100.06	525.00	1.800	945.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL	CY	1.800	945.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0037                          4150.00	1.54	263.000	405.02
REINFORCING STEEL FOR HEADWALL	LB	263.000	405.02
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0040                          4157.00	1.54	139.000	214.06
REINFORCING STEEL FOR COLLARS	LB	139.000	214.06
		0.000	0.00
		0.000	0.00
0041                          4350.18	17.72	41.000	726.52
18" CORRUGATED METAL PIPE	LF	41.000	726.52
		0.000	0.00
		0.000	0.00
0042                          4350.24	22.22	14.000	311.08
24" CORRUGATED METAL PIPE	LF	14.000	311.08
		0.000	0.00
		0.000	0.00
0043                          4350.60	81.41	8.000	651.28
60" CORRUGATED METAL PIPE	LF	8.000	651.28
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0045                          4360.24	236.03	2.000	472.06
24" METAL FLARED-END SECTION	EACH	2.000	472.06
		0.000	0.00
		0.000	0.00
0046                          4362.30	94.92	1.000	94.92
INSTALL 30" METAL FLARED-END SECTION	EACH	1.000	94.92
		0.000	0.00
		0.000	0.00
0047                          4362.60	284.77	1.000	284.77
INSTALL 60" METAL FLARED-END SECTION	EACH	1.000	284.77
		0.000	0.00
		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
		45.000	769.50
		45.000	769.50
0049                          4450.24	42.19	10.000	421.90
24" REINFORCED CONCRETE PIPE	LF	10.000	421.90
		0.000	0.00
		0.000	0.00
0050                          4450.36	80.18	8.000	641.44
36" REINFORCED CONCRETE PIPE	LF	8.000	641.44
		0.000	0.00
		0.000	0.00
0051                          4460.24	578.35	1.000	578.35
24" CONCRETE FLARED-END SECTION	EACH	1.000	578.35
		0.000	0.00
		0.000	0.00
0052                          4460.36	870.70	1.000	870.70
36" CONCRETE FLARED-END SECTION	EACH	1.000	870.70
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0054                          6105.01	51.20	14.000	716.80
ROCK RIPRAP, TYPE A	TON	14.000	716.80
		0.000	0.00
		0.000	0.00
0055                          6105.02	51.20	112.000	5,734.40
ROCK RIPRAP, TYPE B	TON	112.000	5,734.40
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	247,058.14
		Current	247,058.14
		In place	6,338.20
		This Estimate	6,338.20
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
		0.500	17,919.50
		0.500	17,919.50
0061                          1010.01	5.10	1,370.000	6,987.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	1,370.000	6,987.00
		0.000	0.00
		0.000	0.00
0062                          1043.50	3.07	120.000	368.40
RIPRAP FILTER FABRIC	SY	120.000	368.40
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0067                          6005.35	71.68	98.000	7,024.64
PRECOMPRESSED POLYURETHANE FOAM JOINT	LF	98.000	7,024.64
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0069                          6005.83	1,025.00	5.000	5,125.00
FIXED BEARING	EACH	5.000	5,125.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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		0.000	0.00
		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		0.600	20,880.00
		0.600	20,880.00
0074                          6095.00	1,230.00	4.000	4,920.00
STEEL DIAPHRAGM	EACH	4.000	4,920.00
		0.000	0.00
		0.000	0.00
0075                          6104.00	15.36	94.000	1,443.84
BROKEN CONCRETE RIPRAP	TON	94.000	1,443.84
		0.000	0.00
		0.000	0.00
0076                          6105.01	30.75	23.000	707.25
ROCK RIPRAP, TYPE A	TON	23.000	707.25
		0.000	0.00
		0.000	0.00
0077                          6105.02	30.75	415.000	12,761.25
ROCK RIPRAP, TYPE B	TON	415.000	12,761.25
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0079                          6139.50	41.00	85.000	3,485.00
SUBSURFACE DRAINAGE MATTING	SY	85.000	3,485.00
		0.000	0.00
		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
		182.700	3,370.82
		182.700	3,370.82
0081                          8091.00	26.62	110.000	2,928.20
GRANULAR BACKFILL	CY	110.000	2,928.20
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 166+89.90		Contracted	393,004.53
		Current	393,004.53
		In place	42,170.32
		This Estimate	42,170.32
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
		0.000	0.00
		0.000	0.00
0083                          1010.01	5.15	475.000	2,446.25
EXCAVATION (ESTABLISHED QUANTITY)	CY	475.000	2,446.25
		0.000	0.00
		0.000	0.00
0084                          1043.50	3.07	82.000	251.74
RIPRAP FILTER FABRIC	SY	82.000	251.74
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0090                          6005.83	1,230.00	2.000	2,460.00
FIXED BEARING	EACH	2.000	2,460.00
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0095                          6104.00	15.36	78.000	1,198.08
BROKEN CONCRETE RIPRAP	TON	78.000	1,198.08
		0.000	0.00
		0.000	0.00
0096                          6105.01	31.00	24.000	744.00
ROCK RIPRAP, TYPE A	TON	24.000	744.00
		0.000	0.00
		0.000	0.00
0097                          6105.02	31.00	315.000	9,765.00
ROCK RIPRAP, TYPE B	TON	315.000	9,765.00
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0099                          6139.50	41.00	47.000	1,927.00
SUBSURFACE DRAINAGE MATTING	SY	47.000	1,927.00
		0.000	0.00
		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
		153.800	2,999.10
		153.800	2,999.10
0101                          6951.12	3.07	684.000	2,099.88
SHEAR CONNECTORS	EACH	684.000	2,099.88
		0.000	0.00
		0.000	0.00
0102                          8091.00	26.62	90.000	2,395.80
GRANULAR BACKFILL	CY	90.000	2,395.80
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 181+18.89		Contracted	224,449.51
		Current	224,449.51
		In place	2,999.10
		This Estimate	2,999.10
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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	93,280.51
		Current	93,280.51
		In place	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0114                          A080.22	0.51	474.000	241.74
STREET LIGHTING CABLE, NO. 6 BARE	LF	474.000	241.74
		0.000	0.00
		0.000	0.00
0115                          A080.24	1.05	948.000	995.40
STREET LIGHTING CABLE, NO. 6 USE	LF	948.000	995.40
		0.000	0.00
		0.000	0.00
0116                          A600.00	512.00	3.000	1,536.00
REMOVE LIGHTING UNIT	EACH	3.000	1,536.00
		0.000	0.00
		0.000	0.00
0117                          0030.81	75,000.00	1.000	75,000.00
MOBILIZATION	LS	1.000	75,000.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	86,875.39
		Current	86,875.39
		In place	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0120                          0030.90	22,501.29	1.000	22,501.29
MOBILIZATION	LS	1.000	22,501.29
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0128                          8022.00	109.50	439.000	48,070.50
HYDRATED LIME	TON	439.000	48,070.50
		0.000	0.00
		0.000	0.00
0129                          8110.50	492.00	501.756	246,863.95
HYDRATED LIME SLURRY STABILIZATION	STA	501.756	246,863.95
		0.000	0.00
		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)		0.000	0.00
		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)		0.000	0.00
		0.000	0.00
0136                          9005.31	15.53	28,250.000	438,722.50
ASPHALTIC CONCRETE, TYPE SP2(0.375)	TON	28,250.000	438,722.50
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0138                          9020.91	160.00	34.500	5,520.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	TON	34.500	5,520.00
		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	1,956.150	312,984.00
		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	107,340.000	89,092.20
		0.000	0.00
		0.000	0.00
0142                          9053.00	0.64	34,000.000	21,760.00
TACK COAT	GAL	34,000.000	21,760.00
		0.000	0.00
		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	731.396	12,177.74
		0.000	0.00
		0.000	0.00
0146                          9173.20	5.12	3,595.000	18,406.40
SUBGRADE PREPARATION	SY	3,595.000	18,406.40
		0.000	0.00
		0.000	0.00
0149                          9188.50	14.33	4,622.000	66,233.26
SURFACING UNDER GUARDRAIL	SY	4,622.000	66,233.26
		0.000	0.00
		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
GROUP 9 BITUMINOUS		Contracted	1,532,607.31
		Current	1,532,607.31
		In place	13,798.02
		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
		380.000	190.00
		380.000	190.00
0152                          0001.10	2.05	2,982.000	6,113.10
BARRICADE, TYPE III	BDAY	2,982.000	6,113.10
		559.000	1,145.95
		335.000	686.75
0153                          0001.30	1.02	866.000	883.32
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	866.000	883.32
		96.000	97.92
		32.000	32.64
0154                          0001.75	4.10	400.000	1,640.00
TEMPORARY SIGN DAY	EACH	400.000	1,640.00
		24.000	98.40
		16.000	65.60
0155                          0001.90	0.56	16,468.000	9,222.08
SIGN DAY	EACH	16,468.000	9,222.08
		2,068.000	1,158.08
		898.000	502.88
0156                          0002.30	2.18	1,200.000	2,616.00
PAVEMENT MARKING REMOVAL	LF	1,200.000	2,616.00
		3,798.000	8,279.64
		3,798.000	8,279.64
0157                          0002.38	0.31	4,000.000	1,240.00
TEMPORARY PAVEMENT MARKING, TYPE I	LF	4,000.000	1,240.00
		6,271.000	1,944.01
		6,271.000	1,944.01
0158                          0002.39	3.36	1,200.000	4,032.00
TEMPORARY PAVEMENT MARKING, TYPE II	LF	1,200.000	4,032.00
		0.000	0.00
		0.000	0.00
0159                          0003.10	178.01	40.000	7,120.40
FLAGGING	DAY	40.000	7,120.40
		13.000	2,314.13
		5.000	890.05
0160                          0003.20	230.00	15.000	3,450.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	15.000	3,450.00
		0.000	0.00
		0.000	0.00
0161                          0003.50	27.05	1,690.000	45,714.50
CONCRETE PROTECTION BARRIER	LF	1,690.000	45,714.50
		862.500	23,330.63
		862.500	23,330.63
0162                          0003.56	0.81	2,810.000	2,276.10
RELOCATE CONCRETE PROTECTION BARRIER	LF	2,810.000	2,276.10
		0.000	0.00
		0.000	0.00
0163                          0003.75	10,250.00	3.000	30,750.00
TEMPORARY TRAFFIC SIGNAL	EACH	3.000	30,750.00
		1.000	10,250.00
		1.000	10,250.00
0164                          0010.04	2,817.00	0.340	957.78
FIELD OFFICE	EACH	0.340	957.78
		0.000	0.00
		0.000	0.00
0165                          0030.00	2,740.36	1.000	2,740.36
MOBILIZATION	LS	1.000	2,740.36
		0.000	0.00
		0.000	0.00
0166                          9110.01	53.08	30.000	1,592.40
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	1,592.40
		0.000	0.00
		0.000	0.00
0167                          9110.02	68.02	10.000	680.20
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	680.20
		0.000	0.00
		0.000	0.00
0168                          9110.03	46.35	30.000	1,390.50
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,390.50
		0.000	0.00
		0.000	0.00
0169                          9110.07	34.39	30.000	1,031.70
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,031.70
		0.000	0.00
		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		850.000	9,775.00
		850.000	9,775.00
GROUP 10 GENERAL ITEMS		Contracted	125,517.44
		Current	130,303.44
		In place	58,583.76
		This Estimate	55,947.20
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	40.500	6,480.00
		0.000	0.00
		0.000	0.00
0139                          9021.01	160.00	339.660	54,345.60
PERFORMANCE GRADED BINDER (64-22)	TON	339.660	54,345.60
		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
GROUP 9 BITUMINOUS		Contracted	216,581.70
		Current	216,581.70
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0120                          0030.90	15,020.09	1.000	15,020.09
MOBILIZATION	LS	1.000	15,020.09
		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
0134                          9005.01	39.11	500.000	19,555.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	TON	500.000	19,555.00
SP2(0.5)		0.000	0.00
		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
		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	40.500	6,480.00
		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	1,321.380	211,420.80
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0147                          9179.23	103.66	586.508	60,797.42
COLD MILLING, CLASS 3	STA	586.508	60,797.42
		0.000	0.00
		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"		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	829,434.76
		Current	829,434.76
		In place	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
0155                          0001.90	0.56	5,364.000	3,003.84
SIGN DAY	EACH	5,364.000	3,003.84
		0.000	0.00
		0.000	0.00
0159                          0003.10	178.01	56.000	9,968.56
FLAGGING	DAY	56.000	9,968.56
		0.000	0.00
		0.000	0.00
0160                          0003.20	230.00	12.000	2,760.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	12.000	2,760.00
		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	555.48	1.000	555.48
MOBILIZATION	LS	1.000	555.48
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		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
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	32,269.01
		Current	32,269.01
		In place	0.00
		This Estimate	0.00
Totals for contract		Contracted	4,203,935.00
		Current	4,208,721.00
		In place	237,887.21
		This Estimate	139,683.92