Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2796B
Estimate Number:	0025
Pay Period End Date:	05.31.2003

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:	11.19.2001
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	$5,347,806.95	$5,315,121.62	$32,685.33
$5,293,742.49	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,347,806.95	$5,315,121.62	$32,685.33
$5,077,869.74	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.02%	Net Earnings	$5,322,806.95	$5,290,121.62	$32,685.33
	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	$-11,240.16	$-11,240.16	$.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	-$11,240.16	-$11,240.16	$.00
	Payment	$5,311,566.79	$5,278,881.46	$32,685.33
Project Manager			Div. Head/Dist. Eng.
Veverka, Frank	06.04.2003		Lech, Marvin (Marv)	06.09.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	06.11.2003
Controller Div. Processed
Burling, Laurie	06.11.2003

		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
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0118	6095.00	STEEL DIAPHRAGM
		S.P. Adjustment	-8,500.00	20724
		Item #118, Steel Diaphram.
		Total for estimate 0013:	-8,500.00
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	6,316.05	2696
		Item #85, E. C. Resteel Pave. Approach
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	5,373.25	2696
		Item #96, E. C. Resteel
		S.P. Initial Payment	12,124.11	2697
		Item #96, E. C. Resteel.
0104	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	6,374.47	2672
		Item #104 E. C. Resteel Pvmt Approach
		S.P. Initial Payment	13,438.98	2669
		Item #121, E. C. Resteel.
		S.P. Initial Payment	1,190.02	2672
		Item #121, E. C. Resteel.
		S.P. Initial Payment	12,416.23	2670-A
		Item #121, E. C. Resteel.
		S.P. Initial Payment	12,409.47	2673
		Item #121, E. C. Resteel.
		Total for estimate 0014:	69,642.58
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,340.70	2696
		Item #96, E. C. Resteel
		S.P. Adjustment	-1,340.70	2697
		Item #96, E. C. Resteel.
		Total for estimate 0016:	-2,681.40
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0025	4095.00	CONCRETE FACE PANELS
		S.P. Closure	-1,050.91	#1
		Face Panels and Hardware.
0085	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-4,821.60	2696
		Item #85, E. C. Resteel Pave. Approach
0095	6100.00	FLOOR DRAINS
		S.P. Adjustment	-3,500.00	20724
		Item #95 Floor Drains.
0096	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,032.55	2696
		Item #96, E. C. Resteel
		S.P. Adjustment	-10,783.41	2697
		Item #96, E. C. Resteel.
0104	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-5,464.27	2672
		Item #104 E. C. Resteel Pvmt Approach
		S.P. Adjustment	-5,464.28	2669
		Item #121, E. C. Resteel.
		S.P. Adjustment	-1,190.02	2672
		Item #121, E. C. Resteel.
		S.P. Adjustment	-5,464.27	2670-A
		Item #121, E. C. Resteel.
		S.P. Adjustment	-5,464.28	2673
		Item #121, E. C. Resteel.
0119	6100.00	FLOOR DRAINS
		S.P. Closure	-2,000.00	20724
		Item #119, Floor Drains.
		Total for estimate 0018:	-49,235.59
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0085	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-1,494.45	2696
		Item #85, E. C. Resteel Pave. Approach
		Total for estimate 0019:	-1,494.45
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0104	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Adjustment	-910.20	2672
		Item #104 E. C. Resteel Pvmt Approach
		S.P. Adjustment	-910.20	2669
		Item #121, E. C. Resteel.
		S.P. Adjustment	-910.20	2670-A
		Item #121, E. C. Resteel.
		S.P. Adjustment	-910.20	2673
		Item #121, E. C. Resteel.
		Total for estimate 0020:	-3,640.80
Est Nbr:	0021
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. Closure	-805.34	017252
		Pipe
0031	P402.15	375 mm CULVERT PIPE, TYPE 3,4,5 OR 6
		S.P. Closure	-2,640.01	017252
		Pipe & accessories
0104	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Closure	-7,064.50	2669
		Item #121, E. C. Resteel.
		S.P. Closure	-6,041.76	2670-A
		Item #121, E. C. Resteel.
		S.P. Closure	-6,034.99	2673
		Item #121, E. C. Resteel.
		Total for estimate 0021:	-22,586.60
		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 L006.00	83.13	15.600	1,296.83
COVER CROP SEEDING	ha	15.600	1,296.83
		14.105	1,172.55
		0.000	0.00

0002 L020.00	1.45	49,000.000	71,050.00
EROSION CONTROL	m2	49,000.000	71,050.00
		38,622.470	56,002.59
		0.000	0.00

0003 L021.00	22.17	18.000	399.06
EROSION CHECKS	BALE	18.000	399.06
		48.000	1,064.16
		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
		798.400	5,532.91
		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
		6,503.000	28,808.29
		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
		225,048.800	1,651,858.19
		0.000	0.00

0015 1101.00	3.48	13,817.000	48,083.16
REMOVE PAVEMENT	m2	13,817.000	48,083.16
		12,299.817	42,803.37
		0.000	0.00

0016 1102.00	3.33	2,150.000	7,159.50
REMOVE ASPHALT SURFACE	m2	2,150.000	7,159.50
		1,989.000	6,623.37
		0.000	0.00

0017 1106.00	3.33	640.000	2,131.20
REMOVE DRIVEWAY	m2	640.000	2,131.20
		740.136	2,464.66
		0.000	0.00

0018 1600.00	18,898.00	1.000	18,898.00
MONITORING INSTRUMENTATION	LS	1.000	18,898.00
		1.000	18,898.00
		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		1.000	1,466.33
		0.000	0.00

4017 6960.02	3,659.25	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,659.25
Water Line, Tract #58.		1.000	3,659.25
		0.000	0.00

4018 1012.00	101.85	0.000	0.00
RIGHT-OF-WAY MARKERS	EACH	59.000	6,009.15
ROW Markers.		58.000	5,907.30
		0.000	0.00

4038 9110.11	120.75	0.000	0.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	6.000	724.50
Misc work around slopes, bridges, etc.		19.750	2,384.82
		0.000	0.00

4039 A910.00	1,312.55	0.000	0.00
ELECTRICAL WORK	LS	1.000	1,312.55
Tract #59-Fintell		1.000	1,312.55
		0.000	0.00

GROUP 1 GRADING		Contracted	1,888,439.24
		Current	1,901,611.02
		In place	1,864,405.98
		This Estimate	0.00

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
		0.000	0.00

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
		137.000	22,532.39
		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
		0.000	0.00

GROUP 1A MSE WALL		Contracted	156,651.07
		Current	156,651.07
		In place	167,835.03
		This Estimate	0.00

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
		165.500	11,328.48
		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
		80.000	1,662.40
		0.000	0.00

0034 1020.20	22.17	54.000	1,197.18
INSTALL CHEVRONS	EACH	54.000	1,197.18
		54.000	1,197.18
		0.000	0.00

0035 2001.03	14.93	16.000	238.88
GRAVEL SURFACE COURSE	Mg	16.000	238.88
		16.330	243.81
		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
		601.690	17,400.88
		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
		857.280	25,701.26
		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
		6,954.840	212,887.65
		0.000	0.00

0039 4024.55	134.00	9.300	1,246.20
FLUME SPILLWAY	m	9.300	1,246.20
		8.700	1,165.80
		0.000	0.00

0040 4024.70	886.00	1.000	886.00
CONCRETE FLUME, TYPE I	EACH	1.000	886.00
		1.000	886.00
		0.000	0.00

0041 4024.73	603.00	6.000	3,618.00
CONCRETE FLUME, TYPE IV	EACH	6.000	3,618.00
		6.000	3,618.00
		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
		5.880	4,380.60
		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
		145.400	90.15
		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
		2,898.800	27,625.56
		2,898.800	27,625.56

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
		173.200	4,368.10
		173.200	4,368.10

0046 8051.00	29.61	230.000	6,810.30
SOIL BINDER	m3	230.000	6,810.30
		972.270	28,788.92
		0.000	0.00

0047 8101.40	2.69	23,978.000	64,500.82
SUBGRADE STABILIZATION	m2	23,978.000	64,500.82
		22,678.360	61,004.79
		0.000	0.00

0048 8111.00	703.50	16.042	11,285.55
SHOULDER SUBGRADE PREPARATION	StaM	16.042	11,285.55
		19.196	13,504.39
		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
		8,971.820	311,770.74
		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
		54.000	787.32
		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
		462.350	90,606.73
		0.000	0.00

0052 9030.00	25.49	274.000	6,984.26
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	274.000	6,984.26
		274.000	6,984.26
		0.000	0.00

0053 9034.00	2.13	54.000	115.02
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	54.000	115.02
		54.000	115.02
		0.000	0.00

0054 9053.00	0.28	8,310.000	2,326.80
TACK COAT	L	8,310.000	2,326.80
		10,546.755	2,953.10
		0.000	0.00

0055 9111.00	4.89	3,477.000	17,002.53
WATER	kL	3,477.000	17,002.53
		530.500	2,594.14
		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
		15.950	2,209.88
		0.000	0.00

0057 9170.00	279.13	39.876	11,130.59
EARTH SHOULDER CONSTRUCTION	StaM	39.876	11,130.59
		37.962	10,596.34
		0.000	0.00

0058 9188.50	25.56	365.000	9,329.40
SURFACING UNDER GUARDRAIL	m2	365.000	9,329.40
		365.000	9,329.40
		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.		120.310	2,205.76
		0.000	0.00

4020 0030.30		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	10,342.50
		0.000	0.00

4021 9185.62	3.15	0.000	0.00
MILLING	m2	2,475.000	7,796.25
2" AT OVERLAY AND 4" AT FULL DEPTH REMOVAL		2,536.350	7,989.50
		0.000	0.00

4022 1010.01	11.34	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	111.000	1,258.74
ROADWAY EXC. FOR BIT. FOUNDATION COURSE		111.000	1,258.74
		0.000	0.00

4023 8029.75	13.34	0.000	0.00
FOUNDATION COURSE (BITUMINOUS)	m2	585.000	7,803.90
6" BASE FOR EXTENDED FULL DEPTH ASPHALT		668.530	8,918.19
		0.000	0.00

4024 9053.00	0.26	0.000	0.00
TACK COAT	L	800.000	208.00
		1,158.330	301.17
		0.000	0.00

4025 9021.01	185.64	0.000	0.00
PERFORMANCE GRADED BINDER (64-22)	Mg	26.300	4,882.33
		32.150	5,968.32
		0.000	0.00

4026 9005.45	32.91	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	486.000	15,994.26
2" OVERLAY AT EXISTING AND 6" AT EXTEND TURN LANE		609.260	20,050.75
		0.000	0.00

4027 0002.30	4.67	0.000	0.00
PAVEMENT MARKING REMOVAL	m	1,740.000	8,125.80
EXISTING BUBBLE TURN LANES AND EDGE LINES		1,861.120	8,691.43
		0.000	0.00

4028 0002.75	1.78	0.000	0.00
PERMANENT PAVEMENT MARKING	m	1,100.000	1,958.00
4" WHITE PAINTED EDGE LINE & TURN BAY SEPERATION LINE		1,097.580	1,953.69
		0.000	0.00

4029 0002.75	1.78	0.000	0.00
PERMANENT PAVEMENT MARKING	m	1,465.000	2,607.70
4" YELLOW PAINT AT BUBBLE TURN LANE		1,631.300	2,903.71
		0.000	0.00

4030 0002.75	9.13	0.000	0.00
PERMANENT PAVEMENT MARKING	m	46.000	419.98
12" YELLOW PAINTED CROSS-HATCH		88.690	809.74
		0.000	0.00

4031 0003.10	262.50	0.000	0.00
FLAGGING	DAY	4.000	1,050.00
		6.000	1,575.00
		0.000	0.00

4032 0001.08	0.57	0.000	0.00
BARRICADE, TYPE II	BDAY	300.000	171.00
42" REFLECTIVE CONE		333.000	189.81
		0.000	0.00

4033 0001.85	0.52	0.000	0.00
SIGN DAY	EACH	24.000	12.48
		150.000	78.00
		0.000	0.00

4034 0001.75	4.20	0.000	0.00
TEMPORARY SIGN DAY	EACH	24.000	100.80
		26.000	109.20
		0.000	0.00

4035 9110.03	47.25	0.000	0.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	16.000	756.00
		22.500	1,063.13
		0.000	0.00

4036 9179.53	4.20	0.000	0.00
COLD MILLING, CLASS 3	m2	500.000	2,100.00
Throughout the project.		939.700	3,946.74
		0.000	0.00

4037 9005.35	70.88	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	80.000	5,670.40
7707+46.9=1296+95		83.010	5,883.75
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	940,557.12
		Current	1,017,865.48
		In place	1,032,403.03
		This Estimate	31,993.66

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
		0.000	0.00

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
		67.500	5,080.05
		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
		1.000	3,562.00
		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
		2.000	192.00
		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
		4.000	400.00
		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
		447.400	1,489.85
		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
		10.000	2,480.00
		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
		0.000	0.00

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
		2.000	222.00
		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)		96.012	31,815.00
		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
		109.728	25,920.00
		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
		0.000	0.00

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
		0.000	0.00

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
		0.000	0.00

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
		0.000	0.00

4016 4976.05	3,571.70	0.000	0.00
ADDITIONAL WORK	LS	1.000	3,571.70
CO #1 & CO #6-Sanitary Sewer.		1.000	3,571.70
		0.000	0.00

4019 6960.02	2,953.21	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,953.21
Hwy #64, Station 1183+75.		1.000	2,953.21
		0.000	0.00

GROUP 4 CULVERTS		Contracted	46,615.84
		Current	158,222.88
		In place	156,167.64
		This Estimate	0.00

GROUP 5 SEEDING
0079 L001.02	1,151.64	15.600	17,965.58
SEEDING, TYPE B	ha	15.600	17,965.58
		9.512	10,954.40
		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
		954.000	1,326.06
		0.000	0.00

0081 L032.75	83.13	78.000	6,484.14
MULCH	Mg	78.000	6,484.14
		36.280	3,015.96
		0.000	0.00

0082 0030.50	277.00	1.000	277.00
MOBILIZATION	LS	1.000	277.00
		1.000	277.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	26,553.18
		Current	26,553.18
		In place	15,573.42
		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
		150.800	28,555.49
		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
		10,270.000	13,659.10
		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
		28.200	3,504.98
		0.000	0.00

0090 6005.83	866.00	5.000	4,330.00
FIXED BEARING	EACH	5.000	4,330.00
		5.000	4,330.00
		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
		176.100	77,142.37
		0.000	0.00

0092 6010.26	313.54	233.500	73,211.59
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	233.500	73,211.59
		233.500	73,211.59
		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		1.000	238,454.00
		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
		0.000	0.00

0095 6100.00	5,459.00	1.000	5,459.00
FLOOR DRAINS	EACH	1.000	5,459.00
		1.000	5,459.00
		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
		45,624.000	60,679.92
		0.000	0.00

0097 6139.50	27.46	52.000	1,427.92
SUBSURFACE DRAINAGE MATTING	m2	52.000	1,427.92
		52.000	1,427.92
		0.000	0.00

0098 6210.50	59.16	1,185.700	70,146.01
PIPE PILING	m	1,185.700	70,146.01
		1,410.790	83,462.34
		0.000	0.00

0099 6951.12	1.75	1,905.000	3,333.75
SHEAR CONNECTORS	EACH	1,905.000	3,333.75
		1,905.000	3,333.75
		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
		62.400	7,287.07
		0.000	0.00

0101 8091.00	11.99	155.000	1,858.45
GRANULAR BACKFILL	m3	155.000	1,858.45
		155.000	1,858.45
		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		62.000	7,335.84
		0.000	0.00

GROUP 6 BRIDGE AT STA. 1188+21.542		Contracted	738,829.63
		Current	743,542.51
		In place	762,158.82
		This Estimate	0.00

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
		158.900	30,225.96
		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
		10,365.000	13,578.15
		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
		33.900	4,105.63
		0.000	0.00

0112 6005.78	374.34	24.000	8,984.16
EXPANSION BEARING, TFE TYPE	EACH	24.000	8,984.16
		24.000	8,984.16
		0.000	0.00

0113 6005.83	86.71	24.000	2,081.04
FIXED BEARING	EACH	24.000	2,081.04
		24.000	2,081.04
		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
		475.000	146,309.50
		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
		579.000	157,679.07
		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		1.000	325,528.00
		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
		0.000	0.00

0118 6095.00	479.69	25.000	11,992.25
STEEL DIAPHRAGM	EACH	25.000	11,992.25
		25.000	11,992.25
		0.000	0.00

0119 6100.00	593.00	4.000	2,372.00
FLOOR DRAINS	EACH	4.000	2,372.00
		4.000	2,372.00
		0.000	0.00

0120 6107.00	40.93	826.000	33,808.18
CONCRETE SLOPE PROTECTION	m2	826.000	33,808.18
		826.000	33,808.18
		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
		111,135.000	144,475.50
		0.000	0.00

0122 6139.50	27.59	56.000	1,545.04
SUBSURFACE DRAINAGE MATTING	m2	56.000	1,545.04
		56.000	1,545.04
		0.000	0.00

0123 6200.00	72.95	1,603.500	116,975.33
CONCRETE PILING	m	1,603.500	116,975.33
		1,603.500	116,975.33
		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
		525.900	38,427.52
		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
		703.870	38,494.65
		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
		67.200	7,842.24
		0.000	0.00

0127 8091.00	12.01	180.000	2,161.80
GRANULAR BACKFILL	m3	180.000	2,161.80
		180.000	2,161.80
		0.000	0.00

6003 6210.60	35.496	0.000	0.00
PAY CUT-OFF FOR PIPE PILE	m	72.850	2,585.88
Item #98, Pipe Piling.		72.850	2,585.88
		0.000	0.00

6004 6210.32	43.842	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	19.500	854.92
Item #124, HP 250mm x 62 KG Steel Piling.		19.500	854.92
		0.000	0.00

6005 6210.34	32.814	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	63.430	2,081.39
Item #125, HP 310mm x 79KG Steel Piling.		63.430	2,081.39
		0.000	0.00

GROUP 6A BRIDGE AT STA. 1294+95.455		Contracted	1,211,823.41
		Current	1,217,345.61
		In place	1,234,430.41
		This Estimate	0.00

GROUP 7 GUARDRAIL
0128 0030.70	718.00	1.000	718.00
MOBILIZATION	LS	1.000	718.00
		1.000	718.00
		0.000	0.00

0129 7011.20	48.22	72.390	3,490.65
W-BEAM GUARDRAIL	m	72.390	3,490.65
		76.200	3,674.36
		0.000	0.00

0130 7020.00	1,386.00	8.000	11,088.00
BRIDGE APPROACH SECTIONS	EACH	8.000	11,088.00
		8.000	11,088.00
		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
		8.000	14,632.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	29,928.65
		Current	29,928.65
		In place	30,112.36
		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
		10,602.000	5,301.00
		0.000	0.00

0133 0001.10	1.94	5,609.000	10,881.46
BARRICADE, TYPE III	BDAY	5,609.000	10,881.46
		16,695.000	32,388.30
		0.000	0.00

0134 0001.30	1.39	1,334.000	1,854.26
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,334.000	1,854.26
		2,326.000	3,233.14
		0.000	0.00

0135 0001.75	3.88	160.000	620.80
TEMPORARY SIGN DAY	EACH	160.000	620.80
		0.000	0.00
		0.000	0.00

0136 0001.90	0.39	14,940.000	5,826.60
SIGN DAY	EACH	14,940.000	5,826.60
		22,382.000	8,728.98
		0.000	0.00

0137 0002.30	2.00	200.000	400.00
PAVEMENT MARKING REMOVAL	m	200.000	400.00
		153.250	306.50
		18.000	36.00

0138 0002.44	0.67	1,200.000	804.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,200.000	804.00
		15,348.200	10,283.30
		0.000	0.00

0139 0003.10	327.83	50.000	16,391.50
FLAGGING	DAY	50.000	16,391.50
		54.500	17,866.74
		2.000	655.66

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
		556.000	444.80
		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.		20,814.000	5,474.08
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	38,471.62
		Current	42,022.12
		In place	84,719.84
		This Estimate	691.66

Totals for contract		Contracted	5,077,869.74
		Current	5,278,400.00
		In place	5,347,806.53
		This Estimate	32,685.32