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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2796B
Estimate Number:	0012
Pay Period End Date:	06.13.2002

Contract Location:
WATERLOO NORTHWEST	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	10.25.2001
2512 DEER PARK BLVD	Date Awarded:	11.01.2001
PO BOX 9008 STA C	Date Contract Executed:	11.07.2001
	Date Notice to Proceed:	11.07.2001
OMAHA NE 68109	Date Work Began:
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
FIREMAN'S FUND INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20796B 000		0.000			EACNH-275-7(182)		GR CONC PAVE CULV SEED BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,283,408.46	$3,116,678.62	$166,729.84
$5,202,303.50	Stockpiled Materials	$18,496.26	$19,281.71	$-785.45
Original Contract Amt	Gross Earnings	$3,301,904.72	$3,135,960.33	$165,944.39
$5,077,869.74	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
63.11%	Net Earnings	$3,276,904.72	$3,110,960.33	$165,944.39
	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	$-11,081.99	$-11,081.99	$.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	-$11,081.99	-$11,081.99	$.00
	Payment	$3,265,822.73	$3,099,878.34	$165,944.39
Project Manager			Div. Head/Dist. Eng.
Veverka, Frank	06.13.2002		Lech, Marvin (Marv)	06.14.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.14.2002
Controller Div. Processed
Burling, Laurie	06.14.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0009	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Initial Payment	452.23	017252
		Pipe
0028	4350.18	450 mm CORRUGATED METAL PIPE
		S.P. Initial Payment	1,606.50	017252
		Pipe
0029	4350.21	525 mm CORRUGATED METAL PIPE
		S.P. Initial Payment	1,454.77	017252
		Pipe
0031	P402.15	375 mm CULVERT PIPE, TYPE 3,4,5 OR 6
		S.P. Initial Payment	2,961.31	017252
		Pipe & accessories
0117	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Initial Payment	260.00	E21132
		Anchor bolts
		Total for estimate 0004:	6,734.81
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0028	4350.18	450 mm CORRUGATED METAL PIPE
		S.P. Adjustment	-1,606.50	017252
		Pipe
0029	4350.21	525 mm CORRUGATED METAL PIPE
		S.P. Adjustment	-1,454.77	017252
		Pipe
		Total for estimate 0007:	-3,061.27
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	10,592.00	#1
		Face Panels and Hardware.
		S.P. Adjustment	-6,886.18	#1
		Face Panels and Hardware.
		Total for estimate 0008:	3,705.82
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-2,129.46	#1
		Face Panels and Hardware.
0031	P402.15	375 mm CULVERT PIPE, TYPE 3,4,5 OR 6
		S.P. Adjustment	-321.30	017252
		Pipe & accessories
		Total for estimate 0010:	-2,450.76
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0009	P400.24	600 mm CULVERT PIPE, TYPE 2,5,7 OR 8
		S.P. Adjustment	353.11	017252
		Pipe
0095	6100.00	FLOOR DRAINS
		S.P. Initial Payment	3,500.00	20724
		Item #95 Floor Drains.
0118	6095.00	STEEL DIAPHRAGM
		S.P. Initial Payment	8,500.00	20724
		Item #118, Steel Diaphram.
0119	6100.00	FLOOR DRAINS
		S.P. Initial Payment	2,000.00	20724
		Item #119, Floor Drains.
		Total for estimate 0011:	14,353.11
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-525.45	#1
		Face Panels and Hardware.
0117	6080.00	STRUCTURAL STEEL FOR SUBSTRUCTURE
		S.P. Adjustment	-260.00	E21132
		Anchor bolts
		Total for estimate 0012:	-785.45
		Total remaining for contract:	18,496.26

			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                          L006.00	83.13	15.600	1,296.83
COVER CROP SEEDING	ha	15.600	1,296.83
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.45	49,000.000	71,050.00
EROSION CONTROL	m2	49,000.000	71,050.00
		0.000	0.00
		0.000	0.00
0003                          L021.00	22.17	18.000	399.06
EROSION CHECKS	BALE	18.000	399.06
		0.000	0.00
		0.000	0.00
0004                          L021.06	22.17	12.000	266.04
EROSION CHECKS, TYPE HV	BALE	12.000	266.04
		0.000	0.00
		0.000	0.00
0005                          L022.11	6.93	731.000	5,065.83
FABRIC SILT FENCE-LOW POROSITY	m	731.000	5,065.83
		369.280	2,559.11
		0.000	0.00
0006                          L022.12	7.70	730.000	5,621.00
FABRIC SILT FENCE-HIGH POROSITY	m	730.000	5,621.00
		0.000	0.00
		0.000	0.00
0007                          L022.75	27.71	80.000	2,216.80
TEMPORARY SILT CHECK	m	80.000	2,216.80
		0.000	0.00
		0.000	0.00
0008                          P310.60	229.83	26.000	5,975.58
1500 mm CULVERT PIPE, TYPE 2,4 OR 5	m	26.000	5,975.58
		26.000	5,975.58
		0.000	0.00
0009                          P400.24	76.04	36.500	2,775.46
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	36.500	2,775.46
		36.500	2,775.46
		0.000	0.00
0010                          0030.10	8,030.00	1.000	8,030.00
MOBILIZATION	LS	1.000	8,030.00
		1.000	8,030.00
		0.000	0.00
0011                          1009.00	15,695.00	1.000	15,695.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,695.00
		1.000	15,695.00
		0.000	0.00
0012                          1010.01	4.43	6,503.000	28,808.29
EXCAVATION (ESTABLISHED QUANTITY)	m3	6,503.000	28,808.29
		1,300.000	5,759.00
		0.000	0.00
0013                          1011.00	1.41	6,287.000	8,864.67
WATER	kL	6,287.000	8,864.67
		0.000	0.00
		0.000	0.00
0014                          1030.00	7.34	224,543.000	1,648,145.62
EARTHWORK MEASURED IN EMBANKMENT	m3	224,543.000	1,648,145.62
		216,174.340	1,586,719.66
		0.000	0.00
0015                          1101.00	3.48	13,817.000	48,083.16
REMOVE PAVEMENT	m2	13,817.000	48,083.16
		8,351.227	29,062.28
		4,200.000	14,616.00
0016                          1102.00	3.33	2,150.000	7,159.50
REMOVE ASPHALT SURFACE	m2	2,150.000	7,159.50
		0.000	0.00
		0.000	0.00
0017                          1106.00	3.33	640.000	2,131.20
REMOVE DRIVEWAY	m2	640.000	2,131.20
		377.156	1,255.93
		0.000	0.00
0018                          1600.00	18,898.00	1.000	18,898.00
MONITORING INSTRUMENTATION	LS	1.000	18,898.00
		0.741	14,003.42
		0.000	0.00
0019                          1701.24	65.60	28.500	1,869.60
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	28.500	1,869.60
		28.500	1,869.60
		0.000	0.00
0020                          4050.01	17.00	6.000	102.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	6.000	102.00
		6.000	102.00
		0.000	0.00
0021                          9110.01	121.93	20.000	2,438.60
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	2,438.60
		0.000	0.00
		0.000	0.00
0022                          9110.03	77.59	20.000	1,551.80
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	1,551.80
		0.000	0.00
		0.000	0.00
0023                          9110.07	99.76	20.000	1,995.20
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	1,995.20
		0.000	0.00
		0.000	0.00
4010                          W206.50	1,466.33	0.000	0.00
GAS LINE CONNECTION	EACH	1.000	1,466.33
Tract #58-Meyers		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	1,888,439.24
		Current	1,889,905.57
		In place	1,673,807.04
		This Estimate	14,616.00
GROUP 1A MSE WALL
0024                          0030.10	12,292.00	1.000	12,292.00
MOBILIZATION	LS	1.000	12,292.00
		1.000	12,292.00
		0.000	0.00
0025                          4095.00	155.87	383.000	59,698.21
CONCRETE FACE PANELS	m2	383.000	59,698.21
		383.000	59,698.21
		19.000	2,961.53
0026                          4095.10	24.26	67.000	1,625.42
CONCRETE LEVELING PADS	m	67.000	1,625.42
		67.000	1,625.42
		0.000	0.00
0027                          4095.20	164.47	69.000	11,348.43
COPING	m	69.000	11,348.43
		0.000	0.00
		0.000	0.00
0028                          4350.18	37.37	76.500	2,858.81
450 mm CORRUGATED METAL PIPE	m	76.500	2,858.81
		76.500	2,858.81
		0.000	0.00
0029                          4350.21	41.26	59.500	2,454.97
525 mm CORRUGATED METAL PIPE	m	59.500	2,454.97
		59.500	2,454.97
		0.000	0.00
0030                          8024.75	19.47	3,409.000	66,373.23
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	3,409.000	66,373.23
		3,409.000	66,373.23
		171.000	3,329.37
GROUP 1A MSE WALL		Contracted	156,651.07
		Current	156,651.07
		In place	145,302.64
		This Estimate	6,290.90
GROUP 3 CONCRETE PAVEMENT
0031                          P402.15	68.45	165.900	11,355.86
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	165.900	11,355.86
		18.000	1,232.10
		0.000	0.00
0032                          0030.30	94,363.00	1.000	94,363.00
MOBILIZATION	LS	1.000	94,363.00
		1.000	94,363.00
		0.000	0.00
0033                          1020.03	20.78	93.000	1,932.54
DELINEATOR, TYPE III	EACH	93.000	1,932.54
		0.000	0.00
		0.000	0.00
0034                          1020.20	22.17	54.000	1,197.18
INSTALL CHEVRONS	EACH	54.000	1,197.18
		0.000	0.00
		0.000	0.00
0035                          2001.03	14.93	16.000	238.88
GRAVEL SURFACE COURSE	Mg	16.000	238.88
		0.000	0.00
		0.000	0.00
0036                          3075.31	28.92	341.000	9,861.72
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	341.000	9,861.72
		0.000	0.00
		0.000	0.00
0037                          3075.41	29.98	858.000	25,722.84
230 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	858.000	25,722.84
		270.720	8,116.19
		0.000	0.00
0038                          3075.45	30.61	6,952.000	212,800.72
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	6,952.000	212,800.72
		1,250.000	38,262.50
		0.000	0.00
0039                          4024.55	134.00	9.300	1,246.20
FLUME SPILLWAY	m	9.300	1,246.20
		0.000	0.00
		0.000	0.00
0040                          4024.70	886.00	1.000	886.00
CONCRETE FLUME, TYPE I	EACH	1.000	886.00
		0.000	0.00
		0.000	0.00
0041                          4024.73	603.00	6.000	3,618.00
CONCRETE FLUME, TYPE IV	EACH	6.000	3,618.00
		0.000	0.00
		0.000	0.00
0042                          4105.59	745.00	5.700	4,246.50
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	5.700	4,246.50
		0.000	0.00
		0.000	0.00
0043                          4155.50	0.62	142.000	88.04
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	142.000	88.04
		0.000	0.00
		0.000	0.00
0044                          7503.14	9.53	2,400.000	22,872.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	2,400.000	22,872.00
		0.000	0.00
		0.000	0.00
0045                          7509.14	25.22	560.000	14,123.20
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	560.000	14,123.20
		0.000	0.00
		0.000	0.00
0046                          8051.00	29.61	230.000	6,810.30
SOIL BINDER	m3	230.000	6,810.30
		558.200	16,528.31
		0.000	0.00
0047                          8101.40	2.69	23,978.000	64,500.82
SUBGRADE STABILIZATION	m2	23,978.000	64,500.82
		17,298.940	46,534.15
		0.000	0.00
0048                          8111.00	703.50	16.042	11,285.55
SHOULDER SUBGRADE PREPARATION	StaM	16.042	11,285.55
		0.000	0.00
		0.000	0.00
0049                          9005.35	34.75	8,840.000	307,190.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	8,840.000	307,190.00
		4,479.700	155,669.57
		0.000	0.00
0050                          9009.00	14.58	54.000	787.32
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	54.000	787.32
		0.000	0.00
		0.000	0.00
0051                          9021.01	195.97	477.360	93,548.24
PERFORMANCE GRADED BINDER (64-22)	Mg	477.360	93,548.24
		201.000	39,389.97
		110.000	21,556.70
0052                          9030.00	25.49	274.000	6,984.26
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	274.000	6,984.26
		0.000	0.00
		0.000	0.00
0053                          9034.00	2.13	54.000	115.02
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	54.000	115.02
		0.000	0.00
		0.000	0.00
0054                          9053.00	0.28	8,310.000	2,326.80
TACK COAT	L	8,310.000	2,326.80
		3,879.920	1,086.38
		0.000	0.00
0055                          9111.00	4.89	3,477.000	17,002.53
WATER	kL	3,477.000	17,002.53
		318.500	1,557.46
		0.000	0.00
0056                          9140.00	138.55	16.042	2,222.62
JOINT SEALING - ASPHALT TO CONCRETE	StaM	16.042	2,222.62
		0.000	0.00
		0.000	0.00
0057                          9170.00	279.13	39.876	11,130.59
EARTH SHOULDER CONSTRUCTION	StaM	39.876	11,130.59
		0.000	0.00
		0.000	0.00
0058                          9188.50	25.56	365.000	9,329.40
SURFACING UNDER GUARDRAIL	m2	365.000	9,329.40
		0.000	0.00
		0.000	0.00
0059                          9300.50	2,771.00	1.000	2,771.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,771.00
		0.000	0.00
		0.000	0.00
4008                          2018.00	18.334	0.000	0.00
CRUSHED CONCRETE FOR TEMPORARY SURFACING	Mg	330.000	6,050.22
Temporary Roads.		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	940,557.12
		Current	946,607.34
		In place	402,739.63
		This Estimate	21,556.70
GROUP 4 CULVERTS
0060                          P120.60	271.00	4.000	1,084.00
1500 mm CULVERT PIPE, TYPE 2	m	4.000	1,084.00
		4.000	1,084.00
		0.000	0.00
0061                          P310.48	187.05	21.500	4,021.58
1200 mm CULVERT PIPE, TYPE 2,4 OR 5	m	21.500	4,021.58
		21.500	4,021.58
		0.000	0.00
0062                          P400.36	161.24	59.500	9,593.78
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	59.500	9,593.78
		59.500	9,593.78
		29.750	4,796.89
0063                          P500.24	75.26	58.500	4,402.71
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8	m	58.500	4,402.71
		89.000	6,698.14
		0.000	0.00
0064                          P500.30	160.68	75.500	12,131.34
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8	m	75.500	12,131.34
		75.500	12,131.34
		0.000	0.00
0065                          0030.40	3,562.00	1.000	3,562.00
MOBILIZATION	LS	1.000	3,562.00
		2.000	7,124.00
		0.000	0.00
0066                          4002.00	2.13	228.000	485.64
CAST IRON COVER AND FRAME	kg	228.000	485.64
		0.000	0.00
		0.000	0.00
0067                          4005.00	1.71	790.000	1,350.90
CAST IRON RING AND COVER	kg	790.000	1,350.90
		0.000	0.00
		0.000	0.00
0068                          4015.00	96.00	4.000	384.00
ADJUST MANHOLE TO GRADE	EACH	4.000	384.00
		0.000	0.00
		0.000	0.00
0069                          4015.50	1,248.00	2.000	2,496.00
RECONSTRUCT MANHOLE	EACH	2.000	2,496.00
		1.000	1,248.00
		0.000	0.00
0070                          4035.00	100.00	4.000	400.00
REMOVE FLARED-END SECTION	EACH	4.000	400.00
		2.000	200.00
		0.000	0.00
0071                          4035.25	163.00	2.000	326.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	326.00
		2.000	326.00
		0.000	0.00
0072                          4040.00	127.00	2.000	254.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	254.00
		2.000	254.00
		0.000	0.00
0073                          4050.01	3.33	433.000	1,441.89
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	433.000	1,441.89
		372.500	1,240.43
		0.000	0.00
0074                          4310.24	248.00	8.000	1,984.00
600 mm FLARED-END SECTION	EACH	8.000	1,984.00
		4.000	992.00
		0.000	0.00
0075                          4310.30	296.00	2.000	592.00
750 mm FLARED-END SECTION	EACH	2.000	592.00
		2.000	592.00
		0.000	0.00
0076                          4310.36	343.00	2.000	686.00
900 mm FLARED-END SECTION	EACH	2.000	686.00
		2.000	686.00
		1.000	343.00
0077                          4310.48	599.00	2.000	1,198.00
1200 mm FLARED-END SECTION	EACH	2.000	1,198.00
		2.000	1,198.00
		0.000	0.00
0078                          4461.60	111.00	2.000	222.00
INSTALL 1500 mm CONCRETE FLARED-END SECTION	EACH	2.000	222.00
		0.000	0.00
		0.000	0.00
4000                          0030.00		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization for Sanitary Sewer Re-location		1.000	5,000.00
		0.000	0.00
4001                          4805.24	331.3648	0.000	0.00
600 mm STEEL CASING	m	96.012	31,815.00
Installed (Open Cut)		95.000	31,479.66
		0.000	0.00
4002                          4762.10	236.2205	0.000	0.00
250 mm DUCTILE IRON SEWER PIPE	m	109.728	25,920.00
		108.000	25,511.81
		0.000	0.00
4003                          W301.00	126.00	0.000	0.00
600 mm X 250 mm CASING SPACER	EACH	48.000	6,048.00
		48.000	6,048.00
		0.000	0.00
4004                          W357.40	185.00	0.000	0.00
200 mm - 45 DEGREE BEND	EACH	2.000	370.00
		2.000	370.00
		0.000	0.00
4005                          W358.22	196.00	0.000	0.00
250 mm X 200 mm REDUCER	EACH	2.000	392.00
		2.000	392.00
		0.000	0.00
4006                          W357.43	229.00	0.000	0.00
250 mm - 45 DEGREE BEND	EACH	2.000	458.00
		2.000	458.00
		0.000	0.00
4007                          W180.02	1,431.00	0.000	0.00
ANCHOR BLOCKS	LS	1.000	1,431.00
		1.000	1,431.00
		0.000	0.00
4011                          6603.00	22,920.32	0.000	0.00
DEWATERING	LS	1.000	22,920.32
CO #1-Sanitary Sewer Relocation At Vallley East.		1.000	22,920.32
		1.000	22,920.32
4013                          4050.01	11.84	0.000	0.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	440.000	5,209.60
Sta 7900+22 Culvert.		440.000	5,209.60
		440.000	5,209.60
4014                          4300.24	143.14	0.000	0.00
600 mm CULVERT PIPE	m	30.500	4,365.77
Culvert Sta. 7900+22.		30.500	4,365.77
		30.500	4,365.77
4015                          4310.24	576.22	0.000	0.00
600 mm FLARED-END SECTION	EACH	2.000	1,152.44
Culvert Sta. 7900+22.		2.000	1,152.44
		2.000	1,152.44
4016                          4976.05	3,571.70	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,571.70
CO #1 & CO #6-Sanitary Sewer.		0.000	0.00
		0.000	0.00
GROUP 4 CULVERTS		Contracted	46,615.84
		Current	155,269.67
		In place	151,727.87
		This Estimate	38,788.02
GROUP 5 SEEDING
0079                          L001.02	1,151.64	15.600	17,965.58
SEEDING, TYPE B	ha	15.600	17,965.58
		0.000	0.00
		0.000	0.00
0080                          L020.02	1.39	1,314.000	1,826.46
EROSION CONTROL, TYPE B	m2	1,314.000	1,826.46
		0.000	0.00
		0.000	0.00
0081                          L032.75	83.13	78.000	6,484.14
MULCH	Mg	78.000	6,484.14
		0.000	0.00
		0.000	0.00
0082                          0030.50	277.00	1.000	277.00
MOBILIZATION	LS	1.000	277.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	26,553.18
		Current	26,553.18
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 1188+21.542
0083                          0030.60	73,882.00	1.000	73,882.00
MOBILIZATION	LS	1.000	73,882.00
		1.000	73,882.00
		0.000	0.00
0084                          3050.15	189.36	150.800	28,555.49
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	150.800	28,555.49
		0.000	0.00
		0.000	0.00
0085                          3051.10	1.33	10,270.000	13,659.10
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,270.000	13,659.10
		0.000	0.00
		0.000	0.00
0086                          6000.10	22,297.00	1.000	22,297.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	22,297.00
		1.000	22,297.00
		0.000	0.00
0087                          6000.11	22,297.00	1.000	22,297.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	22,297.00
		1.000	22,297.00
		0.000	0.00
0088                          6000.20	30,935.00	1.000	30,935.00
PIER NO.1 EXCAVATION	LS	1.000	30,935.00
		1.000	30,935.00
		0.000	0.00
0089                          6005.35	124.29	28.200	3,504.98
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	28.200	3,504.98
		0.000	0.00
		0.000	0.00
0090                          6005.83	866.00	5.000	4,330.00
FIXED BEARING	EACH	5.000	4,330.00
		0.000	0.00
		0.000	0.00
0091                          6010.22	438.06	176.100	77,142.37
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	176.100	77,142.37
		136.100	59,619.97
		136.100	59,619.97
0092                          6010.26	313.54	233.500	73,211.59
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	233.500	73,211.59
		0.000	0.00
		0.000	0.00
0093                          6071.11	238,454.00	1.000	238,454.00
STEEL SUPERSTRUCTURE	LS	1.000	238,454.00
AT STA. 1188+21.542		0.000	0.00
		0.000	0.00
0094                          6080.00	2.48	950.000	2,356.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	950.000	2,356.00
		950.000	2,356.00
		950.000	2,356.00
0095                          6100.00	5,459.00	1.000	5,459.00
FLOOR DRAINS	EACH	1.000	5,459.00
		0.000	0.00
		0.000	0.00
0096                          6131.50	1.33	44,130.000	58,692.90
EPOXY COATED REINFORCING STEEL	kg	44,130.000	58,692.90
		14,989.000	19,935.37
		13,495.000	17,948.35
0097                          6139.50	27.46	52.000	1,427.92
SUBSURFACE DRAINAGE MATTING	m2	52.000	1,427.92
		0.000	0.00
		0.000	0.00
0098                          6210.50	59.16	1,185.700	70,146.01
PIPE PILING	m	1,185.700	70,146.01
		1,411.580	83,509.07
		0.000	0.00
0099                          6951.12	1.75	1,905.000	3,333.75
SHEAR CONNECTORS	EACH	1,905.000	3,333.75
		0.000	0.00
		0.000	0.00
0100                          7110.06	116.78	62.400	7,287.07
1.8 METER CHAIN-LINK FENCE	m	62.400	7,287.07
		0.000	0.00
		0.000	0.00
0101                          8091.00	11.99	155.000	1,858.45
GRANULAR BACKFILL	m3	155.000	1,858.45
		0.000	0.00
		0.000	0.00
6000                          6970.00	690.00	0.000	0.00
FREIGHT	LS	1.000	690.00
Item #96, Epoxy Coated Reinforcing Steel.		1.000	690.00
		0.000	0.00
6001                          6210.61	118.32	0.000	0.00
PILE SPLICE	EACH	34.000	4,022.88
Item #98, Pipe Piling Splices		34.000	4,022.88
		0.000	0.00
GROUP 6 BRIDGE AT STA. 1188+21.542		Contracted	738,829.63
		Current	743,542.51
		In place	319,544.29
		This Estimate	79,924.32
GROUP 6A BRIDGE AT STA. 1294+95.455
0102                          0030.60	105,955.00	1.000	105,955.00
MOBILIZATION	LS	1.000	105,955.00
		1.000	105,955.00
		0.000	0.00
0103                          3050.15	190.22	158.900	30,225.96
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	158.900	30,225.96
		0.000	0.00
		0.000	0.00
0104                          3051.10	1.31	10,365.000	13,578.15
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	10,365.000	13,578.15
		0.000	0.00
		0.000	0.00
0105                          6000.10	2,252.00	1.000	2,252.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,252.00
		1.000	2,252.00
		0.000	0.00
0106                          6000.11	2,252.00	1.000	2,252.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,252.00
		1.000	2,252.00
		0.000	0.00
0107                          6000.20	9,256.00	1.000	9,256.00
PIER NO.1 EXCAVATION	LS	1.000	9,256.00
		1.000	9,256.00
		0.000	0.00
0108                          6000.21	8,056.00	1.000	8,056.00
PIER NO.2 EXCAVATION	LS	1.000	8,056.00
		1.000	8,056.00
		0.000	0.00
0109                          6000.22	5,401.00	1.000	5,401.00
PIER NO.3 EXCAVATION	LS	1.000	5,401.00
		1.000	5,401.00
		0.000	0.00
0110                          6000.23	5,859.00	1.000	5,859.00
PIER NO.4 EXCAVATION	LS	1.000	5,859.00
		1.000	5,859.00
		0.000	0.00
0111                          6005.35	121.11	33.900	4,105.63
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	33.900	4,105.63
		0.000	0.00
		0.000	0.00
0112                          6005.78	374.34	24.000	8,984.16
EXPANSION BEARING, TFE TYPE	EACH	24.000	8,984.16
		0.000	0.00
		0.000	0.00
0113                          6005.83	86.71	24.000	2,081.04
FIXED BEARING	EACH	24.000	2,081.04
		0.000	0.00
		0.000	0.00
0114                          6010.22	308.02	475.000	146,309.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	475.000	146,309.50
		392.000	120,743.84
		0.000	0.00
0115                          6010.26	272.33	579.000	157,679.07
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	579.000	157,679.07
		0.000	0.00
		0.000	0.00
0116                          6011.11	325,528.00	1.000	325,528.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	325,528.00
AT STA, 1294+95.455		0.000	0.00
		0.000	0.00
0117                          6080.00	2.42	1,360.000	3,291.20
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,360.000	3,291.20
		1,360.000	3,291.20
		1,360.000	3,291.20
0118                          6095.00	479.69	25.000	11,992.25
STEEL DIAPHRAGM	EACH	25.000	11,992.25
		0.000	0.00
		0.000	0.00
0119                          6100.00	593.00	4.000	2,372.00
FLOOR DRAINS	EACH	4.000	2,372.00
		0.000	0.00
		0.000	0.00
0120                          6107.00	40.93	826.000	33,808.18
CONCRETE SLOPE PROTECTION	m2	826.000	33,808.18
		0.000	0.00
		0.000	0.00
0121                          6131.50	1.30	111,135.000	144,475.50
EPOXY COATED REINFORCING STEEL	kg	111,135.000	144,475.50
		44,630.000	58,019.00
		0.000	0.00
0122                          6139.50	27.59	56.000	1,545.04
SUBSURFACE DRAINAGE MATTING	m2	56.000	1,545.04
		0.000	0.00
		0.000	0.00
0123                          6200.00	72.95	1,603.500	116,975.33
CONCRETE PILING	m	1,603.500	116,975.33
		1,603.200	116,953.44
		0.000	0.00
0124                          6210.12	73.07	408.000	29,812.56
HP 250 mm X 62 kg STEEL PILING	m	408.000	29,812.56
		784.800	57,345.34
		0.000	0.00
0125                          6210.14	54.69	549.000	30,024.81
HP 310 mm X 79 kg STEEL PILING	m	549.000	30,024.81
		1,049.540	57,399.34
		0.000	0.00
0126                          7110.06	116.70	67.200	7,842.24
1.8 METER CHAIN-LINK FENCE	m	67.200	7,842.24
		0.000	0.00
		0.000	0.00
0127                          8091.00	12.01	180.000	2,161.80
GRANULAR BACKFILL	m3	180.000	2,161.80
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 1294+95.455		Contracted	1,211,823.41
		Current	1,211,823.41
		In place	552,783.16
		This Estimate	3,291.20
GROUP 7 GUARDRAIL
0128                          0030.70	718.00	1.000	718.00
MOBILIZATION	LS	1.000	718.00
		0.000	0.00
		0.000	0.00
0129                          7011.20	48.22	72.390	3,490.65
W-BEAM GUARDRAIL	m	72.390	3,490.65
		0.000	0.00
		0.000	0.00
0130                          7020.00	1,386.00	8.000	11,088.00
BRIDGE APPROACH SECTIONS	EACH	8.000	11,088.00
		0.000	0.00
		0.000	0.00
0131                          7021.70	1,829.00	8.000	14,632.00
GUARDRAIL END TREATMENT, SRT-350	EACH	8.000	14,632.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	29,928.65
		Current	29,928.65
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0132                          0001.08	0.50	400.000	200.00
BARRICADE, TYPE II	BDAY	400.000	200.00
		5,288.000	2,644.00
		503.000	251.50
0133                          0001.10	1.94	5,609.000	10,881.46
BARRICADE, TYPE III	BDAY	5,609.000	10,881.46
		5,977.000	11,595.38
		731.000	1,418.14
0134                          0001.30	1.39	1,334.000	1,854.26
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,334.000	1,854.26
		2,016.000	2,802.24
		180.000	250.20
0135                          0001.75	3.88	160.000	620.80
TEMPORARY SIGN DAY	EACH	160.000	620.80
		315.000	1,222.20
		0.000	0.00
0136                          0001.90	0.39	14,940.000	5,826.60
SIGN DAY	EACH	14,940.000	5,826.60
		7,387.000	2,880.93
		879.000	342.81
0137                          0002.30	2.00	200.000	400.00
PAVEMENT MARKING REMOVAL	m	200.000	400.00
		0.000	0.00
		0.000	0.00
0138                          0002.44	0.67	1,200.000	804.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,200.000	804.00
		2,915.700	1,953.52
		0.000	0.00
0139                          0003.10	327.83	50.000	16,391.50
FLAGGING	DAY	50.000	16,391.50
		40.000	13,113.20
		0.000	0.00
0140                          0010.04	582.00	1.000	582.00
FIELD OFFICE	EACH	1.000	582.00
		1.000	582.00
		0.000	0.00
0141                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		749.000	599.20
		0.000	0.00
0142                          0030.10	111.00	1.000	111.00
MOBILIZATION	LS	1.000	111.00
		1.000	111.00
		0.000	0.00
4009                          0001.06	0.263	0.000	0.00
VERTICAL PANELS	BDAY	13,500.000	3,550.50
Traffic Control.		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	38,471.62
		Current	42,022.12
		In place	37,503.67
		This Estimate	2,262.65
Totals for contract		Contracted	5,077,869.74
		Current	5,197,303.50
		In place	3,283,408.30
		This Estimate	166,729.79