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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	3339
Estimate Number:	0016
Pay Period End Date:	01.04.2003

Contract Location:
VERDIGRE SOUTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	02.07.2002
129 E 2ND ST	Date Awarded:	02.14.2002
PO BOX 1087	Date Contract Executed:	02.21.2002
	Date Notice to Proceed:	02.21.2002
HASTINGS NE 68902-1087	Date Work Began:	05.06.2002
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
KNOX

Project Number		PCT			Fed State Project Number		Description
31339 000B		0.000			EACSTPD-14-4(107)		GRAD CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,465,483.00	$2,452,831.70	$12,651.30
$2,604,640.99	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$2,465,483.00	$2,452,831.70	$12,651.30
$2,308,102.85	Retainage	$-24,654.83	$-24,528.32	$-126.51
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
94.66%	Net Earnings	$2,440,828.17	$2,428,303.38	$12,524.79
	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	$1,324.15	$1,324.15	$.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	$1,324.15	$1,324.15	$.00
	Payment	$2,442,152.32	$2,429,627.53	$12,524.79
Project Manager			Div. Head/Dist. Eng.
Becker, Roger	01.09.2003		Boyle, Pat	01.09.2003
Constr. Estimate Eng.			Materials Eng.
Henrichson, Roger	01.10.2003
Controller Div. Processed
Burling, Laurie	01.10.2003

		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 4A CULVERT ITEMS
0401                          0030.40	9,450.00	0.000	0.00
MOBILIZATION	LS	1.000	9,450.00
		1.000	9,450.00
		0.000	0.00
0402                          4044.00	14,091.00	0.000	0.00
PREPARATION OF STRUCTURE	EACH	1.000	14,091.00
		1.000	14,091.00
		0.000	0.00
0403                          4051.01	26.25	0.000	0.00
EXCAVATION FOR BOX CULVERTS	m3	132.400	3,475.50
		132.400	3,475.50
		0.000	0.00
0404                          4101.08	408.45	0.000	0.00
CLASS 47B-20 CONCRETE FOR BOX CULVERT	m3	197.073	80,494.47
		197.073	80,494.47
		0.000	0.00
0405                          4151.00	1.50	0.000	0.00
REINFORCING STEEL FOR BOX CULVERT	kg	8,441.498	12,662.25
		8,441.498	12,662.25
		0.000	0.00
0406                          4051.12	40.85	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	39.700	1,621.75
		39.700	1,621.75
		0.000	0.00
0407                          4061.01	26.25	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	39.700	1,042.13
		39.700	1,042.13
		0.000	0.00
GROUP 4A CULVERT ITEMS		Contracted	0.00
		Current	122,837.08
		In place	122,837.10
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 316+05.4
0412                          0030.60	2,100.00	0.000	0.00
MOBILIZATION	LS	1.000	2,100.00
		1.000	2,100.00
		1.000	2,100.00
0413                          6010.26	1,470.00	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	3.500	5,145.00
		3.500	5,145.00
		3.500	5,145.00
0414                          6020.00	4.20	0.000	0.00
REINFORCING STEEL FOR BRIDGE	kg	604.000	2,536.80
		604.000	2,536.80
		604.000	2,536.80
0415                          6030.00	840.00	0.000	0.00
PREPARATION OF BRIDGE	EACH	1.000	840.00
		1.000	840.00
		1.000	840.00
GROUP 6A BRIDGE AT STA. 316+05.4		Contracted	0.00
		Current	10,621.80
		In place	10,621.80
		This Estimate	10,621.80
GROUP 1 GRADING
0001                          L006.50	500.00	1.000	500.00
TEMPORARY SEEDING	ha	1.000	500.00
		0.720	360.00
		0.000	0.00
0002                          L020.01	5.75	887.000	5,100.25
EROSION CONTROL, TYPE A	m2	887.000	5,100.25
		604.800	3,477.60
		0.000	0.00
0003                          L020.08	5.20	423.000	2,199.60
EROSION CONTROL, TYPE AA	m2	423.000	2,199.60
		373.770	1,943.60
		0.000	0.00
0004                          L020.09	13.00	729.000	9,477.00
EROSION CONTROL, TYPE AAA	m2	825.000	10,725.00
		0.000	0.00
		0.000	0.00
0005                          L020.10	1.65	504.000	831.60
EROSION CONTROL, TYPE HV	m2	504.000	831.60
		245.772	405.52
		0.000	0.00
0006                          L021.06	15.00	12.000	180.00
EROSION CHECKS, TYPE HV	BALE	12.000	180.00
		21.000	315.00
		0.000	0.00
0007                          L021.11	17.00	54.000	918.00
EROSION CHECKS, TYPE ST-A	BALE	54.000	918.00
		0.000	0.00
		0.000	0.00
0008                          L021.21	17.00	24.000	408.00
EROSION CHECKS, TYPE AA	BALE	24.000	408.00
		66.000	1,122.00
		0.000	0.00
0009                          L021.22	16.00	12.000	192.00
EROSION CHECKS, TYPE AAA	BALE	12.000	192.00
		12.000	192.00
		0.000	0.00
0010                          L022.11	6.20	365.000	2,263.00
FABRIC SILT FENCE-LOW POROSITY	m	365.000	2,263.00
		146.700	909.54
		0.000	0.00
0011                          L022.25	6.25	266.000	1,662.50
FABRIC SILT FENCE, TYPE COIR FIBER	m	266.000	1,662.50
		0.000	0.00
		0.000	0.00
0012                          L022.75	27.00	58.000	1,566.00
TEMPORARY SILT CHECK	m	58.000	1,566.00
		17.100	461.70
		0.000	0.00
0013                          0030.10	8,500.00	1.000	8,500.00
MOBILIZATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00
0014                          1009.00	2,200.00	1.000	2,200.00
GENERAL CLEARING AND GRUBBING	LS	1.000	2,200.00
		1.000	2,200.00
		0.000	0.00
0015                          1010.01	3.92	11,727.000	45,969.84
EXCAVATION (ESTABLISHED QUANTITY)	m3	11,727.000	45,969.84
		11,727.000	45,969.85
		0.000	0.00
0016                          1011.00	1.00	1,185.000	1,185.00
WATER	kL	1,404.000	1,404.00
		0.000	0.00
		0.000	0.00
0017                          1012.00	60.00	9.000	540.00
RIGHT-OF-WAY MARKERS	EACH	9.000	540.00
		9.000	540.00
		0.000	0.00
0018                          1030.00	3.92	15,927.000	62,433.84
EARTHWORK MEASURED IN EMBANKMENT	m3	20,057.000	78,623.44
		20,057.000	78,623.44
		0.000	0.00
0019                          1102.00	2.39	6,877.000	16,436.03
REMOVE ASPHALT SURFACE	m2	6,877.000	16,436.03
		6,609.135	15,795.82
		0.000	0.00
0020                          1106.00	3.00	396.000	1,188.00
REMOVE DRIVEWAY	m2	396.000	1,188.00
		463.564	1,390.69
		0.000	0.00
0021                          1109.00	7.00	155.200	1,086.40
REMOVE CURB	m	155.200	1,086.40
		170.200	1,191.40
		0.000	0.00
0022                          1300.24	35.00	36.500	1,277.50
600 mm DRIVEWAY CULVERT PIPE	m	36.500	1,277.50
TYPE 3,4 OR 5		51.000	1,785.00
		51.000	1,785.00
0023                          1701.24	35.00	36.500	1,277.50
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	36.500	1,277.50
		44.000	1,540.00
		0.000	0.00
0408                          6103.00	2.98	0.000	0.00
GEOGRID	m2	4,215.616	12,562.54
Furnishing and Installing		4,215.616	12,562.54
		0.000	0.00
GROUP 1 GRADING		Contracted	167,392.06
		Current	197,611.20
		In place	179,285.70
		This Estimate	1,785.00
GROUP 4 CULVERT
0024                          P300.24	67.00	12.300	824.10
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	12.300	824.10
		17.400	1,165.80
		0.000	0.00
0025                          0030.40	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.585	292.50
		0.000	0.00
0026                          4035.25	175.00	3.000	525.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	3.000	525.00
		3.000	525.00
		0.000	0.00
0027                          4050.01	50.00	5.000	250.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	5.000	250.00
		5.000	250.00
		0.000	0.00
0028                          4362.24	275.00	3.000	825.00
INSTALL 600 mm METAL FLARED-END SECTION	EACH	3.000	825.00
		3.000	825.00
		0.000	0.00
GROUP 4 CULVERT		Contracted	2,924.10
		Current	2,924.10
		In place	3,058.30
		This Estimate	0.00
GROUP 5 SEEDING
0029                          L001.01	1,323.00	1.500	1,984.50
SEEDING, TYPE A	ha	3.000	3,969.00
		9.989	13,215.45
		0.000	0.00
0030                          L001.02	1,289.00	11.000	14,179.00
SEEDING, TYPE B	ha	12.000	15,468.00
		11.427	14,729.41
		0.000	0.00
0031                          L020.02	1.60	1,254.000	2,006.40
EROSION CONTROL, TYPE B	m2	1,254.000	2,006.40
		6,829.420	10,927.07
		0.000	0.00
0032                          L032.75	55.00	62.500	3,437.50
MULCH	Mg	75.000	4,125.00
		94.068	5,173.74
		0.000	0.00
0033                          0030.50	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	22,107.40
		Current	26,068.40
		In place	44,545.67
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 10401+39.4
0034                          0030.60	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00
0035                          6007.01	48.00	203.300	9,758.40
CLASS I REPAIR	m2	203.300	9,758.40
		194.340	9,328.32
		0.000	0.00
0036                          6007.02	166.00	101.600	16,865.60
CLASS II REPAIR	m2	101.600	16,865.60
		119.067	19,765.12
		0.000	0.00
0037                          6007.03	400.00	5.000	2,000.00
CLASS III REPAIR	m2	5.000	2,000.00
		4.600	1,840.00
		0.000	0.00
0038                          6008.40	45.00	203.300	9,148.50
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	203.300	9,148.50
		194.320	8,744.40
		0.000	0.00
0039                          6010.26	800.00	7.400	5,920.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	7.400	5,920.00
		7.500	6,000.00
		0.000	0.00
0040                          6016.02	560.00	18.200	10,192.00
CONCRETE FOR OVERLAYS-SF	m3	18.200	10,192.00
		18.740	10,494.40
		0.000	0.00
0041                          6020.00	2.20	704.000	1,548.80
REINFORCING STEEL FOR BRIDGE	kg	704.000	1,548.80
		704.000	1,548.80
		0.000	0.00
GROUP 6 BRIDGE AT STA. 10401+39.4		Contracted	60,933.30
		Current	60,933.30
		In place	63,221.04
		This Estimate	0.00
GROUP 7 GUARDRAIL
0042                          0030.70	3,040.00	1.000	3,040.00
MOBILIZATION	LS	1.000	3,040.00
		1.000	3,040.00
		0.000	0.00
0043                          7011.20	33.88	152.400	5,163.31
W-BEAM GUARDRAIL	m	152.400	5,163.31
		152.400	5,163.31
		0.000	0.00
0044                          7017.00	6.30	226.000	1,423.80
REMOVE GUARDRAIL	m	226.000	1,423.80
		254.400	1,602.72
		0.000	0.00
0045                          7017.50	6.18	1,319.900	8,156.98
REMOVE & SALVAGE GUARDRAIL	m	1,568.900	9,695.80
		1,571.100	9,709.40
		0.000	0.00
0046                          7018.01	10.47	1,235.000	12,930.45
RESET GUARDRAIL	m	1,450.000	15,181.50
		1,450.020	15,181.71
		0.000	0.00
0047                          7020.00	958.75	8.000	7,670.00
BRIDGE APPROACH SECTIONS	EACH	8.000	7,670.00
		8.000	7,670.00
		0.000	0.00
0048                          7023.00	1,272.00	12.000	15,264.00
TERMINAL ANCHORAGE SECTIONS	EACH	16.000	20,352.00
		16.000	20,352.00
		0.000	0.00
0049                          7024.27	1,486.75	8.000	11,894.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	11,894.00
		8.000	11,894.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	65,542.54
		Current	74,420.41
		In place	74,613.14
		This Estimate	0.00
GROUP 8B ELECTRICAL
0050                          A070.10	8.00	114.000	912.00
38 mm CONDUIT IN TRENCH	m	114.000	912.00
		97.100	776.80
		0.000	0.00
0051                          A072.10	8.00	48.000	384.00
38 mm CONDUIT UNDER ROADWAY	m	48.000	384.00
		45.900	367.20
		0.000	0.00
0052                          A080.22	1.00	148.000	148.00
STREET LIGHTING CABLE, NO. 6 BARE	m	148.000	148.00
		178.600	178.60
		0.000	0.00
0053                          A080.24	2.00	296.000	592.00
STREET LIGHTING CABLE, NO. 6 USE	m	296.000	592.00
		357.200	714.40
		0.000	0.00
0054                          A700.20	1,350.00	3.000	4,050.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	4,050.00
		4.000	5,400.00
		0.000	0.00
0055                          0030.81	750.00	1.000	750.00
MOBILIZATION	LS	1.000	750.00
		0.911	683.25
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	6,836.00
		Current	6,836.00
		In place	8,120.25
		This Estimate	0.00
GROUP 9 BITUMINOUS
0056                          P402.15	73.50	201.300	14,795.55
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	241.800	17,772.30
		253.800	18,654.30
		0.000	0.00
0057                          0002.55	23.00	463.000	10,649.00
OVERLAY BROKEN LINES	StaM	463.000	10,649.00
		456.335	10,495.70
		0.000	0.00
0058                          0002.60	26.00	909.000	23,634.00
OVERLAY SOLID LINES	StaM	909.000	23,634.00
		1,191.098	30,968.56
		0.000	0.00
0059                          0030.90	41,500.00	1.000	41,500.00
MOBILIZATION	LS	1.000	41,500.00
		1.000	41,500.00
		0.000	0.00
0060                          1020.03	18.60	58.000	1,078.80
DELINEATOR, TYPE III	EACH	58.000	1,078.80
		61.000	1,134.60
		0.000	0.00
0061                          1020.20	24.50	40.000	980.00
INSTALL CHEVRONS	EACH	40.000	980.00
		40.000	980.00
		0.000	0.00
0062                          1033.00	2,500.00	2.720	6,800.00
ROADWAY GRADING	StaM	2.720	6,800.00
		2.720	6,800.00
		0.000	0.00
0063                          2001.00	10.57	590.000	6,236.30
GRAVEL SURFACE COURSE	m3	590.000	6,236.30
		389.500	4,117.00
		0.000	0.00
0064                          2009.10	200.00	7.871	1,574.20
GRAVEL EMBEDMENT	StaM	7.871	1,574.20
		6.050	1,210.00
		0.000	0.00
0065                          2020.00	7.50	58.000	435.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	58.000	435.00
		56.000	420.00
		0.000	0.00
0066                          2021.00	50.00	2.000	100.00
MAILBOX POST	EACH	2.000	100.00
		1.000	50.00
		0.000	0.00
0067                          3012.06	75.70	153.700	11,635.09
CONCRETE CLASS 47B-25 MEDIAN CURB	m	153.700	11,635.09
		152.800	11,566.96
		0.000	0.00
0068                          3017.40	42.00	146.000	6,132.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	146.000	6,132.00
		146.018	6,132.76
		0.000	0.00
0069                          3019.23	650.00	1.000	650.00
CONCRETE CLASS 47B-25 ISLAND NOSE	EACH	1.000	650.00
		1.000	650.00
		0.000	0.00
0070                          4024.55	175.00	25.100	4,392.50
FLUME SPILLWAY	m	25.100	4,392.50
		25.300	4,427.50
		0.000	0.00
0071                          4024.70	2,500.00	3.000	7,500.00
CONCRETE FLUME, TYPE I	EACH	3.000	7,500.00
		3.000	7,500.00
		0.000	0.00
0072                          4024.73	2,650.00	6.000	15,900.00
CONCRETE FLUME, TYPE IV	EACH	6.000	15,900.00
		6.000	15,900.00
		0.000	0.00
0073                          4763.26	200.00	20.000	4,000.00
UNDERDRAIN HEADWALL	EACH	20.000	4,000.00
		0.000	0.00
		0.000	0.00
0074                          4764.35	27.80	144.000	4,003.20
100 mm PERFORATED PIPE UNDERDRAIN	m	144.000	4,003.20
		0.000	0.00
		0.000	0.00
0075                          8022.00	200.00	80.765	16,153.00
HYDRATED LIME	Mg	80.765	16,153.00
		91.000	18,200.00
		0.000	0.00
0076                          8101.50	3.50	6,009.000	21,031.50
STABILIZED SUBGRADE	m2	6,009.000	21,031.50
		6,711.374	23,489.81
		0.000	0.00
0077                          8111.00	350.00	16.743	5,860.05
SHOULDER SUBGRADE PREPARATION	StaM	16.743	5,860.05
		13.755	4,814.25
		0.000	0.00
0078                          9000.75	17.26	750.000	12,945.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	750.000	12,945.00
SP2		364.000	6,282.63
		0.000	0.00
0079                          9005.00	27.26	1,200.000	32,712.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	1,200.000	32,712.00
SP2		93.880	2,559.17
		0.000	0.00
0080                          9005.30	17.26	49,590.000	855,923.40
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	49,590.000	855,923.40
		49,020.980	846,102.12
		0.000	0.00
0081                          9009.00	2.50	4,331.000	10,827.50
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	4,331.000	10,827.50
		4,331.960	10,829.90
		0.000	0.00
0082                          9009.75	50.00	84.000	4,200.00
TEMPORARY SURFACING	m2	84.000	4,200.00
		0.000	0.00
		0.000	0.00
0083                          9020.91	173.00	40.500	7,006.50
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	40.500	7,006.50
		17.162	2,969.03
		0.000	0.00
0084                          9021.01	173.00	2,742.660	474,480.18
PERFORMANCE GRADED BINDER (64-22)	Mg	2,742.660	474,480.18
		2,372.139	410,380.05
		0.000	0.00
0085                          9030.00	6.50	1,422.000	9,243.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	1,638.000	10,647.00
		1,631.200	10,602.80
		0.000	0.00
0086                          9034.00	2.50	1,284.000	3,210.00
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,284.000	3,210.00
		836.310	2,090.78
		0.000	0.00
0087                          9053.00	0.26	109,322.000	28,423.72
TACK COAT	L	109,322.000	28,423.72
		121,417.100	31,568.45
		0.000	0.00
0088                          9111.00	2.50	980.000	2,450.00
WATER	kL	980.000	2,450.00
		0.000	0.00
		0.000	0.00
0089                          9170.00	182.00	293.329	53,385.88
EARTH SHOULDER CONSTRUCTION	StaM	293.329	53,385.88
		306.617	55,804.29
		0.000	0.00
0090                          9173.15	32.50	274.776	8,930.22
TRENCHED WIDENING	StaM	274.776	8,930.22
		277.766	9,027.39
		0.000	0.00
0091                          9179.23	515.00	148.537	76,496.56
COLD MILLING, CLASS 3	StaM	148.537	76,496.56
		148.730	76,595.95
		0.000	0.00
0092                          9188.50	25.00	3,960.000	99,000.00
SURFACING UNDER GUARDRAIL	m2	4,455.000	111,375.00
		3,392.344	84,808.60
		0.000	0.00
0093                          9300.50	4,500.00	1.000	4,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
0409                          9005.30	34.48	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	1,776.640	61,258.55
		1,776.640	61,258.55
		0.000	0.00
0410                          4024.74	2,782.50	0.000	0.00
CONCRETE FLUME, TYPE V	EACH	2.000	5,565.00
		2.000	5,565.00
		0.000	0.00
6001                          9300.56	0.497	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	49,478.860	24,590.99
Superpave Quality Incentive Pay Factor 102.88%		49,478.860	24,590.99
		0.000	0.00
6002                          9300.60	0.542	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	14,663.827	7,947.79
Smoothness Incentive Pay Factor 103.14%		14,663.827	7,947.79
		0.000	0.00
6003                          9300.77	5.4322	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	718.528	3,903.19
Smoothness Incentive Pay Factor 103.14%		718.528	3,903.19
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,888,774.14
		Current	2,008,795.42
		In place	1,866,398.12
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0094                          0001.08	0.50	31,522.000	15,761.00
BARRICADE, TYPE II	BDAY	31,522.000	15,761.00
		38,229.000	19,114.50
		0.000	0.00
0095                          0001.10	2.25	1,240.000	2,790.00
BARRICADE, TYPE III	BDAY	1,240.000	2,790.00
		4,811.000	10,824.75
		42.000	94.50
0096                          0001.30	2.25	612.000	1,377.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	612.000	1,377.00
		297.000	668.25
		0.000	0.00
0097                          0001.75	5.00	630.000	3,150.00
TEMPORARY SIGN DAY	EACH	630.000	3,150.00
		126.000	630.00
		0.000	0.00
0098                          0001.90	0.50	7,370.000	3,685.00
SIGN DAY	EACH	7,370.000	3,685.00
		19,535.000	9,767.50
		300.000	150.00
0099                          0002.30	1.64	270.000	442.80
PAVEMENT MARKING REMOVAL	m	270.000	442.80
		302.000	495.28
		0.000	0.00
0100                          0002.39	1.70	4,050.000	6,885.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	4,050.000	6,885.00
		0.000	0.00
		0.000	0.00
0101                          0002.47	4.50	175.000	787.50
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	175.000	787.50
		0.000	0.00
		0.000	0.00
0102                          0003.10	175.00	90.000	15,750.00
FLAGGING	DAY	90.000	15,750.00
		114.500	20,037.50
		0.000	0.00
0103                          0003.20	275.00	30.000	8,250.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	30.000	8,250.00
		32.000	8,800.00
		0.000	0.00
0104                          0003.51	75.00	117.000	8,775.00
INSTALL CONCRETE PROTECTION BARRIER	m	117.000	8,775.00
		106.680	8,001.00
		0.000	0.00
0105                          0003.56	20.00	117.000	2,340.00
RELOCATE CONCRETE PROTECTION BARRIER	m	117.000	2,340.00
		106.780	2,135.60
		0.000	0.00
0106                          0010.04	1,500.00	1.000	1,500.00
FIELD OFFICE	EACH	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0107                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.936	9,360.00
		0.000	0.00
0108                          9110.01	65.00	55.000	3,575.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	55.000	3,575.00
		3.500	227.50
		0.000	0.00
0109                          9110.02	60.00	55.000	3,300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	55.000	3,300.00
		1.500	90.00
		0.000	0.00
0110                          9110.03	50.00	55.000	2,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	55.000	2,750.00
		10.000	500.00
		0.000	0.00
0111                          9110.07	45.00	55.000	2,475.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	55.000	2,475.00
		14.000	630.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	93,593.30
		Current	93,593.30
		In place	92,781.88
		This Estimate	244.50
Totals for contract		Contracted	2,308,102.85
		Current	2,604,641.01
		In place	2,465,483.00
		This Estimate	12,651.30