Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6940
Estimate Number:	0016
Pay Period End Date:	12.01.2001

Contract Location:
WESTERVILLE EAST	Estimate Type:	PROG

Contractor:
PAULSEN, INC.	Date Let:	02.22.2001
1116 EAST HWY 30	Date Awarded:	03.01.2001
P O BOX 17	Date Contract Executed:	03.06.2001
	Date Notice to Proceed:	03.06.2001
COZAD NE 69130	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:

Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
CUSTER
VALLEY

Project Number		PCT			Fed State Project Number		Description
60940 000		0.000			S-70-3(1006)		GR CULV SEED BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,454,993.00	$2,442,443.84	$12,549.16
$2,543,510.62	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,454,993.00	$2,442,443.84	$12,549.16
$2,600,114.07	Retainage	$-24,549.93	$-24,424.44	$-125.49
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
96.52%	Net Earnings	$2,430,443.07	$2,418,019.40	$12,423.67
	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	$-15.83	$-19.79	$3.96
	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	-$15.83	-$19.79	$3.96
	Payment	$2,430,427.24	$2,417,999.61	$12,427.63
Project Manager			Div. Head/Dist. Eng.
Fuller, Jerry	12.05.2001		O'Donnell, Les	12.06.2001
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	12.06.2001
Controller Div. Processed
Burling, Laurie	12.10.2001

		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 L020.00	1.70	1,940.000	3,298.00
EROSION CONTROL	m2	1,940.000	3,298.00
		2,102.227	3,573.79
		0.000	0.00

0002 L020.01	6.25	5,328.000	33,300.00
EROSION CONTROL, TYPE A	m2	4,752.000	29,700.00
		1,180.261	7,376.63
		0.000	0.00

0003 L022.11	8.00	168.000	1,344.00
FABRIC SILT FENCE-LOW POROSITY	m	353.000	2,824.00
		889.000	7,112.00
		0.000	0.00

0004 0030.10	23,500.00	1.000	23,500.00
MOBILIZATION	LS	1.000	23,500.00
		1.000	23,500.00
		0.000	0.00

0005 1009.00	8,900.00	1.000	8,900.00
GENERAL CLEARING AND GRUBBING	LS	1.000	8,900.00
		1.000	8,900.00
		0.000	0.00

0006 1011.00	2.80	3,366.000	9,424.80
WATER	kL	3,366.000	9,424.80
		2,362.870	6,616.03
		0.000	0.00

0007 1012.00	55.00	185.000	10,175.00
RIGHT-OF-WAY MARKERS	EACH	87.000	4,785.00
		84.000	4,620.00
		0.000	0.00

0008 1021.10	4.00	40.000	160.00
REMOVE DELINEATOR UNITS	EACH	40.000	160.00
		110.000	440.00
		0.000	0.00

0009 1030.00	3.98	44,875.000	178,602.50
EARTHWORK MEASURED IN EMBANKMENT	m3	43,013.000	171,191.74
		43,015.000	171,199.70
		-99.000	-394.02

0010 1101.00	3.00	436.000	1,308.00
REMOVE PAVEMENT	m2	436.000	1,308.00
		435.600	1,306.80
		0.000	0.00

0011 1106.00	3.00	163.000	489.00
REMOVE DRIVEWAY	m2	163.000	489.00
		131.432	394.30
		0.000	0.00

0012 1701.24	56.00	13.500	756.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	13.500	756.00
		18.000	1,008.00
		0.000	0.00

0013 7017.00	5.00	68.900	344.50
REMOVE GUARDRAIL	m	68.900	344.50
		71.200	356.00
		0.000	0.00

GROUP 1 GRADING		Contracted	271,601.80
		Current	256,681.04
		In place	236,403.25
		This Estimate	-394.02

GROUP 4 CULVERTS
0014 P300.24	84.00	8.900	747.60
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	8.900	747.60
		8.900	747.60
		0.000	0.00

0015 P300.30	124.00	9.700	1,202.80
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	9.700	1,202.80
		9.700	1,202.80
		0.000	0.00

0016 P300.48	253.00	3.100	784.30
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	3.100	784.30
		3.700	936.10
		0.000	0.00

0017 0030.40	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0018 4035.00	100.00	9.000	900.00
REMOVE FLARED-END SECTION	EACH	9.000	900.00
		10.000	1,000.00
		0.000	0.00

0019 4044.00	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 28+30		1.000	1,200.00
		0.000	0.00

0020 4044.01	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 89+79.7		1.000	1,200.00
		0.000	0.00

0021 4044.02	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 92+35.4		1.000	1,200.00
		0.000	0.00

0022 4044.03	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 96+34.9		1.000	1,200.00
		0.000	0.00

0023 4044.04	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 107+54		1.000	1,200.00
		0.000	0.00

0024 4044.05	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 112+56.5		1.000	1,200.00
		0.000	0.00

0025 4044.06	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 117+18		1.000	1,200.00
		0.000	0.00

0026 4044.07	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 145+70.2		1.000	1,200.00
		0.000	0.00

0027 4050.01	12.00	27.000	324.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	27.000	324.00
		27.000	324.00
		0.000	0.00

0028 4051.01	12.00	188.000	2,256.00
EXCAVATION FOR BOX CULVERTS	m3	188.000	2,256.00
		188.000	2,256.00
		0.000	0.00

0029 4101.06	345.00	129.960	44,836.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	129.960	44,836.20
		132.270	45,633.15
		0.000	0.00

0030 4151.00	1.20	7,286.000	8,743.20
REINFORCING STEEL FOR BOX CULVERT	kg	7,286.000	8,743.20
		7,329.487	8,795.39
		0.000	0.00

0031 4310.24	230.00	4.000	920.00
600 mm FLARED-END SECTION	EACH	4.000	920.00
		4.000	920.00
		0.000	0.00

0032 4310.30	390.00	3.000	1,170.00
750 mm FLARED-END SECTION	EACH	3.000	1,170.00
		4.000	1,560.00
		0.000	0.00

0033 4310.48	495.00	2.000	990.00
1200 mm FLARED-END SECTION	EACH	2.000	990.00
		2.000	990.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	82,474.10
		Current	82,474.10
		In place	83,965.04
		This Estimate	0.00

GROUP 5 SEEDING
0034 L001.01	1,325.00	3.100	4,107.50
SEEDING, TYPE A	ha	3.100	4,107.50
		13.700	18,152.50
		0.000	0.00

0035 L001.02	959.00	36.100	34,619.90
SEEDING, TYPE B	ha	36.100	34,619.90
		9.100	8,726.90
		0.000	0.00

0036 L032.75	65.00	196.000	12,740.00
MULCH	Mg	196.000	12,740.00
		102.600	6,669.00
		0.000	0.00

0037 0030.50	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	53,967.40
		Current	53,967.40
		In place	36,048.40
		This Estimate	0.00

GROUP 6 BRIDGE AT STA. 13+14.44
0038 0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		1.000	31,000.00
		0.000	0.00

0039 1043.50	35.00	115.000	4,025.00
RIPRAP FILTER FABRIC	m2	115.000	4,025.00
		256.800	8,988.00
		0.000	0.00

0040 3050.15	250.00	115.800	28,950.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	115.800	28,950.00
		115.800	28,950.00
		0.000	0.00

0041 3051.10	2.25	7,965.000	17,921.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,965.000	17,921.25
		8,925.000	20,081.24
		960.000	2,160.00

0042 6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0043 6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0044 6007.01	25.00	296.400	7,410.00
CLASS I REPAIR	m2	296.400	7,410.00
		296.400	7,410.00
		0.000	0.00

0045 6007.02	150.00	59.300	8,895.00
CLASS II REPAIR	m2	59.300	8,895.00
		9.395	1,409.25
		0.000	0.00

0046 6007.03	250.00	5.000	1,250.00
CLASS III REPAIR	m2	5.000	1,250.00
		0.000	0.00
		0.000	0.00

0047 6008.40	35.00	375.300	13,135.50
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	375.300	13,135.50
		375.300	13,135.50
		0.000	0.00

0048 6010.22	825.00	30.100	24,832.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	30.100	24,832.50
		30.100	24,832.50
		0.000	0.00

0049 6010.26	825.00	55.100	45,457.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	55.100	45,457.50
		55.100	45,457.50
		0.000	0.00

0050 6016.02	850.00	18.800	15,980.00
CONCRETE FOR OVERLAYS-SF	m3	18.800	15,980.00
		25.039	21,283.15
		0.000	0.00

0051 6030.00	40,000.00	1.000	40,000.00
PREPARATION OF BRIDGE	EACH	1.000	40,000.00
AT STA. 13+14.44		1.000	40,000.00
		0.000	0.00

0052 6104.00	90.00	52.000	4,680.00
BROKEN CONCRETE RIPRAP	Mg	52.000	4,680.00
		52.000	4,680.00
		0.000	0.00

0053 6105.02	75.00	143.000	10,725.00
ROCK RIPRAP, TYPE B	Mg	143.000	10,725.00
		143.000	10,725.00
		0.000	0.00

0054 6131.50	2.25	9,890.000	22,252.50
EPOXY COATED REINFORCING STEEL	kg	9,890.000	22,252.50
		9,890.000	22,252.51
		0.000	0.00

0055 6210.50	185.00	182.900	33,836.50
PIPE PILING	m	182.900	33,836.50
		181.785	33,630.23
		0.000	0.00

4003 0096.00	-616.97	0.000	0.00
DEDUCTION	LS	1.000	-616.97
		1.000	-616.97
		1.000	-616.97

GROUP 6 BRIDGE AT STA. 13+14.44		Contracted	316,350.75
		Current	315,733.78
		In place	319,217.91
		This Estimate	1,543.03

GROUP 6A BRIDGE AT STA. 17+72.19
0056 0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		1.000	31,000.00
		0.000	0.00

0057 1043.50	35.00	115.000	4,025.00
RIPRAP FILTER FABRIC	m2	115.000	4,025.00
		136.000	4,760.00
		0.000	0.00

0058 3050.15	250.00	115.800	28,950.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	115.800	28,950.00
		115.800	28,950.00
		0.812	203.00

0059 3051.10	2.25	7,965.000	17,921.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	7,965.000	17,921.25
		7,965.000	17,921.25
		0.000	0.00

0060 6000.10	3,000.00	1.000	3,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0061 6000.11	3,000.00	1.000	3,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0062 6007.01	25.00	223.600	5,590.00
CLASS I REPAIR	m2	223.600	5,590.00
		223.600	5,590.00
		0.000	0.00

0063 6007.02	150.00	44.700	6,705.00
CLASS II REPAIR	m2	44.700	6,705.00
		45.774	6,866.10
		0.000	0.00

0064 6007.03	250.00	5.000	1,250.00
CLASS III REPAIR	m2	5.000	1,250.00
		0.000	0.00
		0.000	0.00

0065 6008.40	35.00	283.100	9,908.50
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	283.100	9,908.50
		283.100	9,908.50
		0.000	0.00

0066 6010.22	825.00	30.800	25,410.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	30.800	25,410.00
		30.800	25,410.00
		0.000	0.00

0067 6010.26	825.00	40.000	33,000.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	40.000	33,000.00
		40.000	33,000.00
		0.000	0.00

0068 6016.02	850.00	14.200	12,070.00
CONCRETE FOR OVERLAYS-SF	m3	14.200	12,070.00
		22.554	19,170.90
		0.000	0.00

0069 6030.00	40,000.00	1.000	40,000.00
PREPARATION OF BRIDGE	EACH	1.000	40,000.00
AT STA. 17+72.19		1.000	40,000.00
		0.000	0.00

0070 6104.00	90.00	42.000	3,780.00
BROKEN CONCRETE RIPRAP	Mg	42.000	3,780.00
		42.000	3,780.00
		0.000	0.00

0071 6105.02	75.00	154.000	11,550.00
ROCK RIPRAP, TYPE B	Mg	154.000	11,550.00
		154.000	11,550.00
		0.000	0.00

0072 6131.50	2.25	6,930.000	15,592.50
EPOXY COATED REINFORCING STEEL	kg	6,930.000	15,592.50
		6,930.000	15,592.51
		0.000	0.00

0073 6210.50	185.00	170.400	31,524.00
PIPE PILING	m	170.400	31,524.00
		170.400	31,524.00
		0.000	0.00

4002 0096.00	-1,616.07	0.000	0.00
DEDUCTION	LS	1.000	-1,616.07
		1.000	-1,616.07
		1.000	-1,616.07

GROUP 6A BRIDGE AT STA. 17+72.19		Contracted	284,276.25
		Current	282,660.18
		In place	289,407.19
		This Estimate	-1,413.07

GROUP 7 GUARDRAIL
0074 0030.70	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00

0075 7011.20	48.00	99.000	4,752.00
W-BEAM GUARDRAIL	m	99.000	4,752.00
		99.000	4,752.00
		0.000	0.00

0076 7020.00	1,050.00	8.000	8,400.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,400.00
		8.000	8,400.00
		0.000	0.00

0077 7021.70	1,600.00	8.000	12,800.00
GUARDRAIL END TREATMENT, SRT-350	EACH	8.000	12,800.00
		8.000	12,800.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	28,452.00
		Current	28,452.00
		In place	28,452.00
		This Estimate	0.00

GROUP 9 BITUMINOUS
0078 P402.15	99.10	1,189.300	117,859.63
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	1,086.200	107,642.42
		915.200	90,696.32
		4.000	396.40

0079 0002.40	19.05	600.880	11,446.76
TEMPORARY SOLID LINES	StaM	600.880	11,446.76
		690.530	13,154.59
		0.000	0.00

0080 0002.45	20.00	300.440	6,008.80
TEMPORARY BROKEN LINES	StaM	300.440	6,008.80
		298.000	5,960.00
		0.000	0.00

0081 0030.90	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00

0082 1020.03	16.50	18.000	297.00
DELINEATOR, TYPE III	EACH	18.000	297.00
		18.000	297.00
		0.000	0.00

0083 2001.00	19.25	235.000	4,523.75
GRAVEL SURFACE COURSE	m3	235.000	4,523.75
		232.000	4,466.00
		0.000	0.00

0084 2020.00	3.40	203.700	692.58
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	203.700	692.58
		203.700	692.58
		-19.500	-66.30

0085 2021.00	50.00	12.000	600.00
MAILBOX POST	EACH	12.000	600.00
		11.000	550.00
		0.000	0.00

0086 4004.50	2.42	17,928.000	43,385.76
CAST IRON GRATE AND FRAME	kg	16,030.000	38,792.60
		14,904.000	36,067.68
		0.000	0.00

0087 4024.55	126.65	217.100	27,495.72
FLUME SPILLWAY	m	209.500	26,533.18
		120.100	15,210.67
		0.000	0.00

0088 4024.70	1,430.00	28.000	40,040.00
CONCRETE FLUME, TYPE I	EACH	27.000	38,610.00
		32.000	45,760.00
		0.000	0.00

0089 4024.76	1,100.00	85.000	93,500.00
CONCRETE FLUME, TYPE VII	EACH	72.000	79,200.00
		65.000	71,500.00
		-4.000	-4,400.00

0090 9004.91	1,056.00	149.012	157,356.67
HOT IN-PLACE RECYCLING	StaM	149.012	157,356.67
		148.370	156,678.72
		0.475	501.60

0091 9005.00	25.25	100.000	2,525.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	2,525.00
SP1(12.5)		35.200	888.80
		0.000	0.00

0092 9005.25	18.89	26,029.000	491,687.81
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	25,315.000	478,200.35
		26,368.327	498,097.70
		0.000	0.00

0093 9009.00	2.10	4,105.000	8,620.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,105.000	8,620.50
		4,092.968	8,595.23
		0.000	0.00

0094 9020.75	508.75	38.207	19,437.81
REJUVENATING AGENT	Mg	38.207	19,437.81
		12.688	6,455.02
		0.000	0.00

0095 9021.01	176.00	1,408.860	247,959.36
PERFORMANCE GRADED BINDER (64-22)	Mg	1,372.410	241,544.16
		1,430.285	251,730.16
		0.000	0.00

0096 9030.00	4.40	10,608.100	46,675.64
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	9,667.800	42,538.32
		9,391.500	41,322.60
		0.000	0.00

0097 9034.00	1.55	60.000	93.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	60.000	93.00
		107.968	167.35
		0.000	0.00

0098 9053.00	0.23	41,032.000	9,437.36
TACK COAT	L	41,032.000	9,437.36
		57,721.870	13,276.03
		0.030	0.01

0099 9111.00	3.60	1,237.000	4,453.20
WATER	kL	1,237.000	4,453.20
		10.815	38.93
		0.000	0.00

0100 9170.00	132.15	298.024	39,383.87
EARTH SHOULDER CONSTRUCTION	StaM	298.024	39,383.87
		298.022	39,383.61
		0.000	0.00

0101 9173.20	1.05	25,216.000	26,476.80
SUBGRADE PREPARATION	m2	25,216.000	26,476.80
		29,143.260	30,600.42
		2.160	2.27

0102 9188.50	16.85	493.000	8,307.05
SURFACING UNDER GUARDRAIL	m2	493.000	8,307.05
		493.000	8,307.06
		0.000	0.00

0103 9300.50	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00

4001 0096.00	-9,445.00	0.000	0.00
DEDUCTION	LS	1.000	-9,445.00
		1.000	-9,445.00
		1.000	-9,445.00

4004 9300.56	0.577	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	24,403.527	14,080.84
		24,403.527	14,080.84
		24,403.527	14,080.84

4005 4024.76	1,365.00	0.000	0.00
CONCRETE FLUME, TYPE VII	EACH	2.000	2,730.00
Modified to cross under road to a Concrete Flume Type VII		2.000	2,730.00
		2.000	2,730.00

4006 4024.76	1,155.00	0.000	0.00
CONCRETE FLUME, TYPE VII	EACH	2.000	2,310.00
Modified to have Inlet and Outlet		2.000	2,310.00
		2.000	2,310.00

4007 9300.60	0.264	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	16,142.430	4,261.60
		16,142.430	4,261.60
		16,142.430	4,261.60

4008 9300.77	2.464	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	874.920	2,155.80
		874.920	2,155.80
		874.920	2,155.80

GROUP 9 BITUMINOUS		Contracted	1,456,764.07
		Current	1,417,314.42
		In place	1,404,489.71
		This Estimate	12,527.22

GROUP 10 GENERAL ITEMS
0104 0001.08	0.50	8,055.000	4,027.50
BARRICADE, TYPE II	BDAY	8,055.000	4,027.50
		1,723.000	861.50
		0.000	0.00

0105 0001.10	3.10	1,938.000	6,007.80
BARRICADE, TYPE III	BDAY	1,938.000	6,007.80
		3,101.000	9,613.10
		0.000	0.00

0106 0001.30	3.90	810.000	3,159.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	810.000	3,159.00
		663.000	2,585.70
		0.000	0.00

0107 0001.90	0.40	30,536.000	12,214.40
SIGN DAY	EACH	30,536.000	12,214.40
		16,766.000	6,706.40
		0.000	0.00

0108 0002.30	2.10	240.000	504.00
PAVEMENT MARKING REMOVAL	m	240.000	504.00
		593.000	1,245.30
		10.000	21.00

0109 0002.44	1.25	1,100.000	1,375.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,100.000	1,375.00
		714.000	892.50
		0.000	0.00

0110 0003.10	165.00	270.000	44,550.00
FLAGGING	DAY	270.000	44,550.00
		87.500	14,437.50
		0.000	0.00

0111 0003.20	265.00	36.000	9,540.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	36.000	9,540.00
		18.500	4,902.50
		1.000	265.00

0112 0003.51	40.15	300.000	12,045.00
INSTALL CONCRETE PROTECTION BARRIER	m	300.000	12,045.00
		310.000	12,446.50
		0.000	0.00

0113 0010.04	1,400.00	1.000	1,400.00
FIELD OFFICE	EACH	1.000	1,400.00
		0.000	0.00
		0.000	0.00

0114 0030.10	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0115 9110.01	49.00	50.000	2,450.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	2,450.00
		5.500	269.50
		0.000	0.00

0116 9110.02	49.00	45.000	2,205.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	45.000	2,205.00
		1.000	49.00
		0.000	0.00

0117 9110.03	42.00	50.000	2,100.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	2,100.00
		0.000	0.00
		0.000	0.00

0118 9110.07	33.00	50.000	1,650.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	1,650.00
		0.000	0.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	106,227.70
		Current	106,227.70
		In place	57,009.50
		This Estimate	286.00

Totals for contract		Contracted	2,600,114.07
		Current	2,543,510.62
		In place	2,454,993.00
		This Estimate	12,549.16