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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6944
Estimate Number:	0001
Pay Period End Date:	04.05.2003

Contract Location:
OCONTO NORTH	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	02.06.2003
1116 EAST HWY 30	Date Awarded:	02.13.2003
P O BOX 17	Date Contract Executed:	02.18.2003
	Date Notice to Proceed:	02.18.2003
COZAD NE 69130	Date Work Began:	03.31.2003
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
CUSTER

Project Number		PCT			Fed State Project Number		Description
60944 000		0.000			EACSTPD-EACBH-21-3(103)		GRAD CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$33,943.36	$.00	$33,943.36
$9,181,360.56	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$33,943.36	$.00	$33,943.36
$9,181,360.56	Retainage	$-339.43	$.00	$-339.43
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
0.37%	Net Earnings	$33,603.93	$.00	$33,603.93
	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	$33,603.93	$.00	$33,603.93
Project Manager			Div. Head/Dist. Eng.
White, Dennis	04.07.2003		O'Donnell, Les	04.08.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.08.2003
Controller Div. Processed
Burling, Laurie	04.08.2003

		Detailed breakdown of stockpiled materials
		Total remaining for contract:	0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          0030.10	129,000.00	1.000	129,000.00
MOBILIZATION	LS	1.000	129,000.00
		0.000	0.00
		0.000	0.00
0002                          1000.00	50.00	110.000	5,500.00
LARGE TREE REMOVAL	EACH	110.000	5,500.00
		0.000	0.00
		0.000	0.00
0003                          1009.00	14,900.00	1.000	14,900.00
GENERAL CLEARING AND GRUBBING	LS	1.000	14,900.00
		0.000	0.00
		0.000	0.00
0004                          1010.00	1.11	1,720,248.000	1,909,475.28
EXCAVATION	m3	1,720,248.000	1,909,475.28
		0.000	0.00
		0.000	0.00
0005                          1010.01	1.06	14,890.000	15,783.40
EXCAVATION (ESTABLISHED QUANTITY)	m3	14,890.000	15,783.40
		0.000	0.00
		0.000	0.00
0006                          1010.50	2.00	2,761.000	5,522.00
REMOVAL OF UNSUITABLE MATERIAL	m3	2,761.000	5,522.00
		0.000	0.00
		0.000	0.00
0007                          1011.00	1.95	44,826.000	87,410.70
WATER	kL	44,826.000	87,410.70
		0.000	0.00
		0.000	0.00
0008                          1012.00	54.00	242.000	13,068.00
RIGHT-OF-WAY MARKERS	EACH	242.000	13,068.00
		109.000	5,886.00
		109.000	5,886.00
0009                          1016.00	250.00	22.000	5,500.00
RE-ESTABLISH PROPERTY CORNER	EACH	22.000	5,500.00
		0.000	0.00
		0.000	0.00
0010                          1017.00	133,112.00	1.000	133,112.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	133,112.00
		0.000	0.00
		0.000	0.00
0011                          1021.10	1.00	244.000	244.00
REMOVE DELINEATOR UNITS	EACH	244.000	244.00
		0.000	0.00
		0.000	0.00
0012                          1042.00	0.30	6,030.000	1,809.00
SALVAGING AND PLACING HYDRIC SOIL	m2	6,030.000	1,809.00
		0.000	0.00
		0.000	0.00
0013                          1090.00	500.00	5.000	2,500.00
ABANDON WELLS	EACH	5.000	2,500.00
		0.000	0.00
		0.000	0.00
0014                          1102.00	2.25	176.000	396.00
REMOVE ASPHALT SURFACE	m2	176.000	396.00
		0.000	0.00
		0.000	0.00
0015                          1701.18	37.43	13.500	505.31
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	13.500	505.31
		0.000	0.00
		0.000	0.00
0016                          1701.24	44.31	393.000	17,413.83
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	393.000	17,413.83
		0.000	0.00
		0.000	0.00
0017                          1701.36	72.14	30.000	2,164.20
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	30.000	2,164.20
		0.000	0.00
		0.000	0.00
0018                          1703.42	100.29	32.500	3,259.43
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5	m	32.500	3,259.43
		0.000	0.00
		0.000	0.00
0019                          1703.72	190.50	22.000	4,191.00
1800 mm DRIVEWAY CULVERT PIPE 2,3,4 OR 5	m	22.000	4,191.00
		0.000	0.00
		0.000	0.00
0020                          3017.50	100.00	29.000	2,900.00
INTERLOCKING CONCRETE PAVER BLOCK	m2	29.000	2,900.00
		0.000	0.00
		0.000	0.00
0021                          7017.00	3.30	352.000	1,161.60
REMOVE GUARDRAIL	m	352.000	1,161.60
		0.000	0.00
		0.000	0.00
0022                          L006.00	150.00	87.000	13,050.00
COVER CROP SEEDING	ha	87.000	13,050.00
		0.000	0.00
		0.000	0.00
0023                          L006.50	2,000.00	2.000	4,000.00
TEMPORARY SEEDING	ha	2.000	4,000.00
		0.000	0.00
		0.000	0.00
0024                          L020.01	5.00	12,768.000	63,840.00
EROSION CONTROL, TYPE A	m2	12,768.000	63,840.00
		0.000	0.00
		0.000	0.00
0025                          L020.07	4.00	6,030.000	24,120.00
EROSION CONTROL, TYPE B-1	m2	6,030.000	24,120.00
		0.000	0.00
		0.000	0.00
0026                          L020.08	5.15	20,175.000	103,901.25
EROSION CONTROL, TYPE AA	m2	20,175.000	103,901.25
		0.000	0.00
		0.000	0.00
0027                          L020.09	9.00	10,612.000	95,508.00
EROSION CONTROL, TYPE AAA	m2	10,612.000	95,508.00
		0.000	0.00
		0.000	0.00
0028                          L020.10	1.25	11,811.000	14,763.75
EROSION CONTROL, TYPE HV	m2	11,811.000	14,763.75
		0.000	0.00
		0.000	0.00
0029                          L021.01	22.00	625.000	13,750.00
EROSION CHECKS, TYPE A	BALE	625.000	13,750.00
		0.000	0.00
		0.000	0.00
0030                          L021.06	20.00	885.000	17,700.00
EROSION CHECKS, TYPE HV	BALE	885.000	17,700.00
		0.000	0.00
		0.000	0.00
0031                          L021.11	24.00	230.000	5,520.00
EROSION CHECKS, TYPE ST-A	BALE	230.000	5,520.00
		0.000	0.00
		0.000	0.00
0032                          L021.13	26.00	306.000	7,956.00
EROSION CHECKS, TYPE ST-AA	BALE	306.000	7,956.00
		0.000	0.00
		0.000	0.00
0033                          L021.15	22.00	855.000	18,810.00
EROSION CHECKS, TYPE ST-HV	BALE	855.000	18,810.00
		0.000	0.00
		0.000	0.00
0034                          L021.16	27.00	75.000	2,025.00
EROSION CHECKS, TYPE ST-AAA	BALE	75.000	2,025.00
		0.000	0.00
		0.000	0.00
0035                          L021.21	24.00	1,776.000	42,624.00
EROSION CHECKS, TYPE AA	BALE	1,776.000	42,624.00
		0.000	0.00
		0.000	0.00
0036                          L021.22	25.00	646.000	16,150.00
EROSION CHECKS, TYPE AAA	BALE	646.000	16,150.00
		0.000	0.00
		0.000	0.00
0037                          L022.11	8.50	4,322.500	36,741.25
FABRIC SILT FENCE-LOW POROSITY	m	4,322.500	36,741.25
		0.000	0.00
		0.000	0.00
0038                          L022.12	10.50	180.000	1,890.00
FABRIC SILT FENCE-HIGH POROSITY	m	180.000	1,890.00
		0.000	0.00
		0.000	0.00
0039                          P300.30	67.00	15.000	1,005.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	15.000	1,005.00
		0.000	0.00
		0.000	0.00
0040                          P300.36	75.00	16.400	1,230.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	16.400	1,230.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	2,840,399.99
		Current	2,840,399.99
		In place	5,886.00
		This Estimate	5,886.00
GROUP 4 CULVERTS
0041                          0030.40	44,000.00	1.000	44,000.00
MOBILIZATION	LS	1.000	44,000.00
		0.000	0.00
		0.000	0.00
0042                          1043.50	2.00	1,635.000	3,270.00
RIPRAP FILTER FABRIC	m2	1,635.000	3,270.00
		0.000	0.00
		0.000	0.00
0043                          4040.00	75.00	60.000	4,500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	60.000	4,500.00
		0.000	0.00
		0.000	0.00
0044                          4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA 10+04		0.000	0.00
		0.000	0.00
0045                          4045.00	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 18+83		0.000	0.00
		0.000	0.00
0046                          4045.01	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 29+24		0.000	0.00
		0.000	0.00
0047                          4045.02	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 36+87		0.000	0.00
		0.000	0.00
0048                          4045.03	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 48+92		0.000	0.00
		0.000	0.00
0049                          4045.04	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 51+49		0.000	0.00
		0.000	0.00
0050                          4045.05	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 56+20		0.000	0.00
		0.000	0.00
0051                          4045.06	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 61+81		0.000	0.00
		0.000	0.00
0052                          4045.07	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 74+01		0.000	0.00
		0.000	0.00
0053                          4045.08	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 78+36		0.000	0.00
		0.000	0.00
0054                          4045.09	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 87+34		0.000	0.00
		0.000	0.00
0055                          4045.10	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 101+88		0.000	0.00
		0.000	0.00
0056                          4045.11	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 138+60		0.000	0.00
		0.000	0.00
0057                          4045.12	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 144+17		0.000	0.00
		0.000	0.00
0058                          4050.01	12.00	5,084.000	61,008.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	5,084.000	61,008.00
		0.000	0.00
		0.000	0.00
0059                          4051.01	12.00	2,478.000	29,736.00
EXCAVATION FOR BOX CULVERTS	m3	2,478.000	29,736.00
		156.160	1,873.92
		156.160	1,873.92
0060                          4100.06	1,000.00	2.400	2,400.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.400	2,400.00
		0.000	0.00
		0.000	0.00
0061                          4101.06	320.00	1,639.340	524,588.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	1,639.340	524,588.80
		67.000	21,440.00
		67.000	21,440.00
0062                          4150.00	2.00	176.000	352.00
REINFORCING STEEL FOR HEADWALL	kg	176.000	352.00
		0.000	0.00
		0.000	0.00
0063                          4151.00	1.40	104,920.000	146,888.00
REINFORCING STEEL FOR BOX CULVERT	kg	104,920.000	146,888.00
		3,225.960	4,516.34
		3,225.960	4,516.34
0064                          4310.24	150.00	43.000	6,450.00
600 mm FLARED-END SECTION	EACH	43.000	6,450.00
		0.000	0.00
		0.000	0.00
0065                          4310.30	250.00	18.000	4,500.00
750 mm FLARED-END SECTION	EACH	18.000	4,500.00
		0.000	0.00
		0.000	0.00
0066                          4310.42	650.00	16.000	10,400.00
1050 mm FLARED-END SECTION	EACH	16.000	10,400.00
		0.000	0.00
		0.000	0.00
0067                          4310.48	700.00	2.000	1,400.00
1200 mm FLARED-END SECTION	EACH	2.000	1,400.00
		0.000	0.00
		0.000	0.00
0068                          4310.54	800.00	2.000	1,600.00
1350 mm FLARED-END SECTION	EACH	2.000	1,600.00
		0.000	0.00
		0.000	0.00
0069                          4310.60	1,100.00	6.000	6,600.00
1500 mm FLARED-END SECTION	EACH	6.000	6,600.00
		0.000	0.00
		0.000	0.00
0070                          4310.66	1,200.00	2.000	2,400.00
1650 mm FLARED-END SECTION	EACH	2.000	2,400.00
		0.000	0.00
		0.000	0.00
0071                          6105.01	39.50	482.000	19,039.00
ROCK RIPRAP, TYPE A	Mg	482.000	19,039.00
		0.000	0.00
		0.000	0.00
0072                          6105.02	39.50	704.000	27,808.00
ROCK RIPRAP, TYPE B	Mg	704.000	27,808.00
		0.000	0.00
		0.000	0.00
0073                          P255.24	78.00	109.200	8,517.60
600 mm CULVERT PIPE, TYPE 4 OR 5	m	109.200	8,517.60
		0.000	0.00
		0.000	0.00
0074                          P255.30	116.00	125.600	14,569.60
750 mm CULVERT PIPE, TYPE 4 OR 5	m	125.600	14,569.60
		0.000	0.00
		0.000	0.00
0075                          P255.42	207.00	296.500	61,375.50
1050 mm CULVERT PIPE, TYPE 4 OR 5	m	296.500	61,375.50
		0.000	0.00
		0.000	0.00
0076                          P255.48	236.00	42.500	10,030.00
1200 mm CULVERT PIPE, TYPE 4 OR 5	m	42.500	10,030.00
		0.000	0.00
		0.000	0.00
0077                          P255.60	366.00	29.500	10,797.00
1500 mm CULVERT PIPE, TYPE 4 OR 5	m	29.500	10,797.00
		0.000	0.00
		0.000	0.00
0078                          P255.66	402.00	50.000	20,100.00
1650 mm CULVERT PIPE, TYPE 4 OR 5	m	50.000	20,100.00
		0.000	0.00
		0.000	0.00
0079                          P300.24	56.00	58.900	3,298.40
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	58.900	3,298.40
		0.000	0.00
		0.000	0.00
0080                          P310.42	207.00	74.500	15,421.50
1050 mm CULVERT PIPE, TYPE 2,4 OR 5	m	74.500	15,421.50
		0.000	0.00
		0.000	0.00
0081                          P310.54	270.00	33.500	9,045.00
1350 mm CULVERT PIPE, TYPE 2,4 OR 5	m	33.500	9,045.00
		0.000	0.00
		0.000	0.00
0082                          P310.60	366.00	73.000	26,718.00
1500 mm CULVERT PIPE, TYPE 2,4 OR 5	m	73.000	26,718.00
		0.000	0.00
		0.000	0.00
0083                          P402.24	56.00	139.800	7,828.80
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	139.800	7,828.80
		0.000	0.00
		0.000	0.00
0084                          P500.24	78.00	353.000	27,534.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	353.000	27,534.00
		0.000	0.00
		0.000	0.00
0085                          P500.30	116.00	214.200	24,847.20
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	214.200	24,847.20
		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	1,152,022.40
		Current	1,152,022.40
		In place	27,830.26
		This Estimate	27,830.26
GROUP 4A CONCRETE BOX CULVERT AT STA. 18+90
0086                          0030.40	3,500.00	1.000	3,500.00
MOBILIZATION	LS	1.000	3,500.00
		0.000	0.00
		0.000	0.00
0087                          4051.01	10.00	672.000	6,720.00
EXCAVATION FOR BOX CULVERTS	m3	672.000	6,720.00
		0.000	0.00
		0.000	0.00
0088                          4054.65	7,000.00	1.000	7,000.00
TEMPORARY SHORING	LS	1.000	7,000.00
AT STA. 18+90		0.000	0.00
		0.000	0.00
0089                          4101.06	320.00	174.180	55,737.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	174.180	55,737.60
		0.000	0.00
		0.000	0.00
0090                          4151.00	1.40	12,765.000	17,871.00
REINFORCING STEEL FOR BOX CULVERT	kg	12,765.000	17,871.00
		0.000	0.00
		0.000	0.00
GROUP 4A CONCRETE BOX CULVERT AT STA. 18+90		Contracted	90,828.60
		Current	90,828.60
		In place	0.00
		This Estimate	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 139+10
0091                          0030.40	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		0.000	0.00
		0.000	0.00
0092                          4051.01	10.00	884.000	8,840.00
EXCAVATION FOR BOX CULVERTS	m3	884.000	8,840.00
		0.000	0.00
		0.000	0.00
0093                          4101.06	320.00	239.080	76,505.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	239.080	76,505.60
		0.000	0.00
		0.000	0.00
0094                          4151.00	1.40	15,208.000	21,291.20
REINFORCING STEEL FOR BOX CULVERT	kg	15,208.000	21,291.20
		0.000	0.00
		0.000	0.00
GROUP 4B CONCRETE BOX CULVERT AT STA. 139+10		Contracted	108,136.80
		Current	108,136.80
		In place	0.00
		This Estimate	0.00
GROUP 5 SEEDING
0095                          0030.50	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0096                          L001.01	1,150.00	76.000	87,400.00
SEEDING, TYPE A	ha	76.000	87,400.00
		0.000	0.00
		0.000	0.00
0097                          L001.02	950.00	11.000	10,450.00
SEEDING, TYPE B	ha	11.000	10,450.00
		0.000	0.00
		0.000	0.00
0098                          L010.00	12.00	540.000	6,480.00
SODDING	m2	540.000	6,480.00
		0.000	0.00
		0.000	0.00
0099                          L020.00	1.25	34,898.000	43,622.50
EROSION CONTROL	m2	34,898.000	43,622.50
		0.000	0.00
		0.000	0.00
0100                          L032.75	110.00	435.000	47,850.00
MULCH	Mg	435.000	47,850.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	199,802.50
		Current	199,802.50
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 9802+00
0101                          0030.60	30,500.00	1.000	30,500.00
MOBILIZATION	LS	1.000	30,500.00
		0.000	0.00
		0.000	0.00
0102                          3050.15	274.00	127.300	34,880.20
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	127.300	34,880.20
		0.000	0.00
		0.000	0.00
0103                          3051.10	1.49	8,130.000	12,113.70
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,130.000	12,113.70
		0.000	0.00
		0.000	0.00
0104                          6000.10	5,980.00	1.000	5,980.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,980.00
		0.000	0.00
		0.000	0.00
0105                          6000.11	5,980.00	1.000	5,980.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,980.00
		0.000	0.00
		0.000	0.00
0106                          6001.50	6,900.00	1.000	6,900.00
BENT NO.1 EXCAVATION	LS	1.000	6,900.00
		0.000	0.00
		0.000	0.00
0107                          6001.51	6,900.00	1.000	6,900.00
BENT NO.2 EXCAVATION	LS	1.000	6,900.00
		0.000	0.00
		0.000	0.00
0108                          6010.22	488.00	60.300	29,426.40
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	60.300	29,426.40
		0.000	0.00
		0.000	0.00
0109                          6010.26	494.00	68.500	33,839.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	68.500	33,839.00
		0.000	0.00
		0.000	0.00
0110                          6011.11	54,800.00	1.000	54,800.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	54,800.00
AT STA. 9802+00		0.000	0.00
		0.000	0.00
0111                          6030.00	31,340.00	1.000	31,340.00
PREPARATION OF BRIDGE	EACH	1.000	31,340.00
AT STA. 9802+00		0.000	0.00
		0.000	0.00
0112                          6080.00	3.00	175.000	525.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	175.000	525.00
		0.000	0.00
		0.000	0.00
0113                          6131.50	1.45	13,165.000	19,089.25
EPOXY COATED REINFORCING STEEL	kg	13,165.000	19,089.25
		0.000	0.00
		0.000	0.00
0114                          8091.00	23.00	45.000	1,035.00
GRANULAR BACKFILL	m3	45.000	1,035.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 9802+00		Contracted	273,308.55
		Current	273,308.55
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 22+60
0131                          0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		0.000	0.00
		0.000	0.00
0132                          1043.50	7.00	328.000	2,296.00
RIPRAP FILTER FABRIC	m2	328.000	2,296.00
		0.000	0.00
		0.000	0.00
0133                          3050.15	274.00	126.500	34,661.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	126.500	34,661.00
		0.000	0.00
		0.000	0.00
0134                          3051.10	1.50	8,250.000	12,375.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,250.000	12,375.00
		0.000	0.00
		0.000	0.00
0135                          6000.10	1,840.00	1.000	1,840.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,840.00
		0.000	0.00
		0.000	0.00
0136                          6000.11	1,840.00	1.000	1,840.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,840.00
		0.000	0.00
		0.000	0.00
0137                          6010.22	498.00	59.500	29,631.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	59.500	29,631.00
		0.000	0.00
		0.000	0.00
0138                          6010.26	501.00	76.100	38,126.10
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	76.100	38,126.10
		0.000	0.00
		0.000	0.00
0139                          6040.00	7,360.00	1.000	7,360.00
REMOVE STRUCTURE	EACH	1.000	7,360.00
AT STA. 22+42.7		0.000	0.00
		0.000	0.00
0140                          6071.12	67,915.00	1.000	67,915.00
STEEL SUPERSTRUCTURE	LS	1.000	67,915.00
AT STA. 22+60		0.000	0.00
		0.000	0.00
0141                          6080.00	3.50	1,510.000	5,285.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,510.000	5,285.00
		0.000	0.00
		0.000	0.00
0142                          6105.02	46.50	317.000	14,740.50
ROCK RIPRAP, TYPE B	Mg	317.000	14,740.50
		0.000	0.00
		0.000	0.00
0143                          6131.50	1.60	14,555.000	23,288.00
EPOXY COATED REINFORCING STEEL	kg	14,555.000	23,288.00
		0.000	0.00
		0.000	0.00
0144                          6210.50	100.20	667.800	66,913.56
PIPE PILING	m	667.800	66,913.56
		0.000	0.00
		0.000	0.00
0145                          6310.00	160.70	367.900	59,121.53
STEEL SHEET PILING	m2	367.900	59,121.53
		0.000	0.00
		0.000	0.00
0146                          8091.00	20.50	260.000	5,330.00
GRANULAR BACKFILL	m3	260.000	5,330.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 22+60		Contracted	401,722.69
		Current	401,722.69
		In place	0.00
		This Estimate	0.00
GROUP 6D BRIDGE AT STA. 157+16.4
0163                          0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		0.000	0.00
		0.000	0.00
0164                          1043.50	6.05	600.000	3,630.00
RIPRAP FILTER FABRIC	m2	600.000	3,630.00
		0.000	0.00
		0.000	0.00
0165                          3050.15	274.00	126.500	34,661.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	126.500	34,661.00
		0.000	0.00
		0.000	0.00
0166                          3051.10	1.72	8,155.000	14,026.60
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,155.000	14,026.60
		0.000	0.00
		0.000	0.00
0167                          6000.10	1,840.00	1.000	1,840.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,840.00
		0.000	0.00
		0.000	0.00
0168                          6000.11	1,840.00	1.000	1,840.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,840.00
		0.000	0.00
		0.000	0.00
0169                          6010.22	496.00	54.300	26,932.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	54.300	26,932.80
		0.000	0.00
		0.000	0.00
0170                          6010.26	507.00	71.600	36,301.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	71.600	36,301.20
		0.000	0.00
		0.000	0.00
0171                          6040.00	7,360.00	1.000	7,360.00
REMOVE STRUCTURE	EACH	1.000	7,360.00
AT STA. 157+21.9		0.000	0.00
		0.000	0.00
0172                          6071.12	51,720.00	1.000	51,720.00
STEEL SUPERSTRUCTURE	LS	1.000	51,720.00
AT STA. 157+16.4		0.000	0.00
		0.000	0.00
0173                          6080.00	3.30	1,805.000	5,956.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,805.000	5,956.50
		0.000	0.00
		0.000	0.00
0174                          6105.02	46.00	633.000	29,118.00
ROCK RIPRAP, TYPE B	Mg	633.000	29,118.00
		0.000	0.00
		0.000	0.00
0175                          6131.50	1.48	13,155.000	19,469.40
EPOXY COATED REINFORCING STEEL	kg	13,155.000	19,469.40
		0.000	0.00
		0.000	0.00
0176                          6210.50	106.00	621.000	65,826.00
PIPE PILING	m	621.000	65,826.00
		0.000	0.00
		0.000	0.00
0177                          6310.00	165.75	402.200	66,664.65
STEEL SHEET PILING	m2	402.200	66,664.65
		0.000	0.00
		0.000	0.00
0178                          8091.00	21.00	325.000	6,825.00
GRANULAR BACKFILL	m3	325.000	6,825.00
		0.000	0.00
		0.000	0.00
GROUP 6D BRIDGE AT STA. 157+16.4		Contracted	403,171.15
		Current	403,171.15
		In place	0.00
		This Estimate	0.00
GROUP 6E BRIDGE AT STA. 92+93.5
0179                          0030.60	33,900.00	1.000	33,900.00
MOBILIZATION	LS	1.000	33,900.00
		0.000	0.00
		0.000	0.00
0180                          1043.50	6.30	405.000	2,551.50
RIPRAP FILTER FABRIC	m2	405.000	2,551.50
		0.000	0.00
		0.000	0.00
0181                          3050.15	270.00	126.500	34,155.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	126.500	34,155.00
		0.000	0.00
		0.000	0.00
0182                          3051.10	1.49	8,095.000	12,061.55
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,095.000	12,061.55
		0.000	0.00
		0.000	0.00
0183                          6000.10	3,220.00	1.000	3,220.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,220.00
		0.000	0.00
		0.000	0.00
0184                          6000.11	3,220.00	1.000	3,220.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,220.00
		0.000	0.00
		0.000	0.00
0185                          6001.50	9,890.00	1.000	9,890.00
BENT NO.1 EXCAVATION	LS	1.000	9,890.00
		0.000	0.00
		0.000	0.00
0186                          6001.51	9,890.00	1.000	9,890.00
BENT NO.2 EXCAVATION	LS	1.000	9,890.00
		0.000	0.00
		0.000	0.00
0187                          6010.22	515.00	130.400	67,156.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	130.400	67,156.00
		0.000	0.00
		0.000	0.00
0188                          6010.26	461.00	120.000	55,320.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	120.000	55,320.00
		0.000	0.00
		0.000	0.00
0189                          6011.11	131,420.00	1.000	131,420.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	131,420.00
AT STA. 92+93.50		0.000	0.00
		0.000	0.00
0190                          6040.00	36,216.00	1.000	36,216.00
REMOVE STRUCTURE	EACH	1.000	36,216.00
AT STA. 92+92.9		0.000	0.00
		0.000	0.00
0191                          6080.00	3.50	1,820.000	6,370.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,820.000	6,370.00
		0.000	0.00
		0.000	0.00
0192                          6105.01	45.00	32.000	1,440.00
ROCK RIPRAP, TYPE A	Mg	32.000	1,440.00
		0.000	0.00
		0.000	0.00
0193                          6105.02	45.00	251.000	11,295.00
ROCK RIPRAP, TYPE B	Mg	251.000	11,295.00
		0.000	0.00
		0.000	0.00
0194                          6131.50	1.46	17,945.000	26,199.70
EPOXY COATED REINFORCING STEEL	kg	17,945.000	26,199.70
		0.000	0.00
		0.000	0.00
0195                          6210.50	99.00	750.200	74,269.80
PIPE PILING	m	750.200	74,269.80
		0.000	0.00
		0.000	0.00
0196                          6310.00	169.50	357.200	60,545.40
STEEL SHEET PILING	m2	357.200	60,545.40
		0.000	0.00
		0.000	0.00
0197                          8091.00	21.00	100.000	2,100.00
GRANULAR BACKFILL	m3	100.000	2,100.00
		0.000	0.00
		0.000	0.00
GROUP 6E BRIDGE AT STA. 92+93.5		Contracted	581,219.95
		Current	581,219.95
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0198                          0030.70	2,200.00	1.000	2,200.00
MOBILIZATION	LS	1.000	2,200.00
		0.000	0.00
		0.000	0.00
0199                          7011.20	36.55	244.000	8,918.20
W-BEAM GUARDRAIL	m	244.000	8,918.20
		0.000	0.00
		0.000	0.00
0200                          7020.00	1,978.00	16.000	31,648.00
BRIDGE APPROACH SECTIONS	EACH	16.000	31,648.00
		0.000	0.00
		0.000	0.00
0201                          7024.27	1,443.00	16.000	23,088.00
GUARDRAIL END TREATMENT, TYPE II	EACH	16.000	23,088.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	65,854.20
		Current	65,854.20
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0202                          0002.55	18.45	155.900	2,876.36
OVERLAY BROKEN LINES	StaM	155.900	2,876.36
		0.000	0.00
		0.000	0.00
0203                          0002.60	18.20	311.800	5,674.76
OVERLAY SOLID LINES	StaM	311.800	5,674.76
		0.000	0.00
		0.000	0.00
0204                          0030.90	41,000.00	1.000	41,000.00
MOBILIZATION	LS	1.000	41,000.00
		0.000	0.00
		0.000	0.00
0205                          1020.03	13.50	166.000	2,241.00
DELINEATOR, TYPE III	EACH	166.000	2,241.00
		0.000	0.00
		0.000	0.00
0206                          1020.20	21.00	78.000	1,638.00
INSTALL CHEVRONS	EACH	78.000	1,638.00
		0.000	0.00
		0.000	0.00
0207                          2001.00	15.65	848.000	13,271.20
GRAVEL SURFACE COURSE	m3	848.000	13,271.20
		0.000	0.00
		0.000	0.00
0208                          2021.00	50.00	3.000	150.00
MAILBOX POST	EACH	3.000	150.00
		0.000	0.00
		0.000	0.00
0209                          7512.14	107.00	9.000	963.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	9.000	963.00
		0.000	0.00
		0.000	0.00
0210                          9000.75	21.25	200.000	4,250.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	200.000	4,250.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0211                          9005.00	25.50	100.000	2,550.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,550.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0212                          9005.45	21.25	64,050.000	1,361,062.50
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	64,050.000	1,361,062.50
		0.000	0.00
		0.000	0.00
0213                          9009.00	1.95	1,902.000	3,708.90
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,902.000	3,708.90
		0.000	0.00
		0.000	0.00
0214                          9020.94	293.80	10.800	3,173.04
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING	Mg	10.800	3,173.04
		0.000	0.00
		0.000	0.00
0215                          9021.08	293.80	3,464.100	1,017,752.58
PERFORMANCE GRADED BINDER (64-28)	Mg	3,464.100	1,017,752.58
		0.000	0.00
		0.000	0.00
0216                          9034.00	2.30	1,902.000	4,374.60
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,902.000	4,374.60
		0.000	0.00
		0.000	0.00
0217                          9053.00	0.21	67,260.000	14,124.60
TACK COAT	L	67,260.000	14,124.60
		0.000	0.00
		0.000	0.00
0218                          9111.00	2.20	2,870.000	6,314.00
WATER	kL	2,870.000	6,314.00
		0.000	0.00
		0.000	0.00
0219                          9170.00	78.50	328.890	25,817.87
EARTH SHOULDER CONSTRUCTION	StaM	328.890	25,817.87
		0.000	0.00
		0.000	0.00
0220                          9173.00	425.00	156.911	66,687.18
SUBGRADE PREPARATION	StaM	156.911	66,687.18
		0.000	0.00
		0.000	0.00
0221                          9173.15	345.00	11.400	3,933.00
TRENCHED WIDENING	StaM	11.400	3,933.00
		0.000	0.00
		0.000	0.00
0222                          9179.21	538.00	3.250	1,748.50
COLD MILLING, CLASS 1	StaM	3.250	1,748.50
		0.000	0.00
		0.000	0.00
0223                          9179.23	550.00	12.696	6,982.80
COLD MILLING, CLASS 3	StaM	12.696	6,982.80
		0.000	0.00
		0.000	0.00
0224                          9179.24	1,310.80	165.040	216,334.43
COLD MILLING, CLASS 4	StaM	165.040	216,334.43
		0.000	0.00
		0.000	0.00
0225                          9188.50	22.50	502.000	11,295.00
SURFACING UNDER GUARDRAIL	m2	502.000	11,295.00
		0.000	0.00
		0.000	0.00
0226                          9300.52	3,000.00	1.000	3,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,000.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	2,820,923.31
		Current	2,820,923.31
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0227                          0001.08	0.50	3,376.000	1,688.00
BARRICADE, TYPE II	BDAY	3,376.000	1,688.00
		0.000	0.00
		0.000	0.00
0228                          0001.10	3.00	18,744.000	56,232.00
BARRICADE, TYPE III	BDAY	18,744.000	56,232.00
		42.000	126.00
		42.000	126.00
0229                          0001.75	5.10	270.000	1,377.00
TEMPORARY SIGN DAY	EACH	270.000	1,377.00
		0.000	0.00
		0.000	0.00
0230                          0001.90	0.36	26,882.000	9,677.52
SIGN DAY	EACH	26,882.000	9,677.52
		272.000	97.92
		272.000	97.92
0231                          0001.98	0.53	4,600.000	2,438.00
CONTRACTOR FURNISHED SIGN	EACH	4,600.000	2,438.00
		6.000	3.18
		6.000	3.18
0232                          0002.30	1.60	500.000	800.00
PAVEMENT MARKING REMOVAL	m	500.000	800.00
		0.000	0.00
		0.000	0.00
0233                          0002.39	2.60	5,000.000	13,000.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	5,000.000	13,000.00
		0.000	0.00
		0.000	0.00
0234                          0002.47	1.70	2,500.000	4,250.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	2,500.000	4,250.00
		0.000	0.00
		0.000	0.00
0235                          0003.10	163.00	60.000	9,780.00
FLAGGING	DAY	60.000	9,780.00
		0.000	0.00
		0.000	0.00
0236                          0003.51	34.25	265.200	9,083.10
INSTALL CONCRETE PROTECTION BARRIER	m	265.200	9,083.10
		0.000	0.00
		0.000	0.00
0237                          0003.56	11.50	265.200	3,049.80
RELOCATE CONCRETE PROTECTION BARRIER	m	265.200	3,049.80
		0.000	0.00
		0.000	0.00
0238                          0003.70	325.00	2.000	650.00
TEMPORARY RUMBLE STRIP	EACH	2.000	650.00
		0.000	0.00
		0.000	0.00
0239                          0003.75	11,250.00	2.000	22,500.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	22,500.00
		0.000	0.00
		0.000	0.00
0240                          0005.10	90.00	486.000	43,740.00
TRAFFIC CONTROL MANAGEMENT	DAY	486.000	43,740.00
		0.000	0.00
		0.000	0.00
0241                          0010.04	1,300.00	1.000	1,300.00
FIELD OFFICE	EACH	1.000	1,300.00
		0.000	0.00
		0.000	0.00
0242                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0243                          0030.00	4,300.00	1.000	4,300.00
MOBILIZATION	LS	1.000	4,300.00
		0.000	0.00
		0.000	0.00
0244                          9110.01	44.00	110.000	4,840.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	110.000	4,840.00
		0.000	0.00
		0.000	0.00
0245                          9110.02	134.00	210.000	28,140.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	210.000	28,140.00
		0.000	0.00
		0.000	0.00
0246                          9110.03	38.00	110.000	4,180.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	110.000	4,180.00
		0.000	0.00
		0.000	0.00
0247                          9110.06	42.00	100.000	4,200.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	4,200.00
		0.000	0.00
		0.000	0.00
0248                          9110.07	29.50	110.000	3,245.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	110.000	3,245.00
		0.000	0.00
		0.000	0.00
0249                          9110.09	70.00	210.000	14,700.00
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED	HOUR	210.000	14,700.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	243,970.42
		Current	243,970.42
		In place	227.10
		This Estimate	227.10
Totals for contract		Contracted	9,181,360.56
		Current	9,181,360.56
		In place	33,943.36
		This Estimate	33,943.36