Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0477 WESTERN ENGINEERING COMPANY, INC.
Contract ID:	5863
Estimate Number:	0041
Pay Period End Date:	06.28.2003

Contract Location:
CRAWFORD SOUTH	Estimate Type:	PROG
Contractor:
WESTERN ENGINEERING COMPANY, INC.	Date Let:	06.07.2001
1149 WEST HIGHWAY 44	Date Awarded:	06.14.2001
PO BOX 350	Date Contract Executed:	06.21.2001
	Date Notice to Proceed:	06.21.2001
HARLAN IA 51537	Date Work Began:	08.16.2001
Phone:	Date Physical Work Completed:
(712)755-5191	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
DAWES

Project Number		PCT			Fed State Project Number		Description
50863 000		0.000			EACSTPD-71-4(115)		GR CULV SEED BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$5,715,887.67	$5,703,954.46	$11,933.21
$5,673,548.96	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$5,715,887.67	$5,703,954.46	$11,933.21
$5,521,752.96	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
100.75%	Net Earnings	$5,690,887.67	$5,678,954.46	$11,933.21
	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	$-31,914.81	$-31,914.81	$.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	-$31,914.81	-$31,914.81	$.00
	Payment	$5,658,972.86	$5,647,039.65	$11,933.21
Project Manager			Div. Head/Dist. Eng.
Carnahan, Brian	06.28.2003		Hoevet, Doug	06.30.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.01.2003
Controller Div. Processed
Burling, Laurie	07.01.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	96,546.45	10291
		Crusher Fines
		Total for estimate 0009:	96,546.45
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	129,660.30	10308
		Crusher Fines
		S.P. Initial Payment	19,518.95	10308
		CRUSHED ROCK
		Total for estimate 0011:	149,179.25
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0033	P150.96	2400 mm CULVERT PIPE, TYPE 5
		S.P. Initial Payment	13,004.80	50951
		Granular Material
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	129,660.30	10311
		Crusher Fines
		S.P. Initial Payment	19,518.95	10311
		CRUSHED ROCK
		Total for estimate 0012:	162,184.05
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Initial Payment	18,833.57	10316
		CRUSHED ROCK
		Total for estimate 0014:	18,833.57
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0033	P150.96	2400 mm CULVERT PIPE, TYPE 5
		S.P. Adjustment	-13,004.80	50951
		Granular Material
		Total for estimate 0017:	-13,004.80
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-30,118.99	10291
		Crusher Fines
		S.P. Adjustment	-5,277.99	10308
		CRUSHED ROCK
		Total for estimate 0025:	-35,396.98
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-41,904.05	10291
		Crusher Fines
		S.P. Closure	-129,660.30	10308
		Crusher Fines
		S.P. Closure	-129,660.30	10311
		Crusher Fines
		S.P. Initial Payment	129,660.30	10308
		Crusher Fines
		S.P. Adjustment	-7,343.19	10308
		CRUSHED ROCK
		S.P. Closure	-19,518.95	10311
		CRUSHED ROCK
		S.P. Closure	-18,833.57	10316
		CRUSHED ROCK
		Total for estimate 0026:	-217,260.06
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Adjustment	-21,574.52	10291
		Crusher Fines
		S.P. Adjustment	-3,780.68	10308
		CRUSHED ROCK
		Total for estimate 0027:	-25,355.20
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0115	9005.30	ASPHALTIC CONCRETE, TYPE SP2(12.5)
		S.P. Closure	-2,948.89	10291
		Crusher Fines
		S.P. Closure	-129,660.30	10308
		Crusher Fines
		S.P. Closure	-3,117.09	10308
		CRUSHED ROCK
		Total for estimate 0028:	-135,726.28
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	L001.01	SEEDING, TYPE A
		S.P. Initial Payment	38,940.00	01
		Seed & Fert Type A
		S.P. Initial Payment	5,540.80	01
		Seed Type B & Fert.
		S.P. Initial Payment	2,009.00	01
		Seed Type C
		S.P. Initial Payment	2,340.00	01
		Mulch
		S.P. Initial Payment	38,352.00	01
		Erosion Control AA
		Total for estimate 0029:	87,181.80
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-14,126.96	01
		Seed & Fert Type A
		S.P. Adjustment	-5,540.80	01
		Seed Type B & Fert.
		S.P. Adjustment	-2,009.00	01
		Seed Type C
		S.P. Adjustment	-933.82	01
		Mulch
		S.P. Adjustment	-68.84	01
		Erosion Control AA
		Total for estimate 0030:	-22,679.42
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-6,407.40	01
		Seed & Fert Type A
		S.P. Adjustment	-423.54	01
		Mulch
		S.P. Adjustment	-31.22	01
		Erosion Control AA
		Total for estimate 0033:	-6,862.16
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	L001.01	SEEDING, TYPE A
		S.P. Adjustment	-9,894.30	01
		Seed & Fert Type A
		S.P. Adjustment	-654.03	01
		Mulch
		S.P. Adjustment	-48.21	01
		Erosion Control AA
		Total for estimate 0039:	-10,596.54
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0095	L001.01	SEEDING, TYPE A
		S.P. Closure	-8,511.34	01
		Seed & Fert Type A
		S.P. Closure	-328.61	01
		Mulch
		S.P. Closure	-38,203.73	01
		Erosion Control AA
		Total for estimate 0040:	-47,043.68
		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	211.00	60.000	12,660.00
COVER CROP SEEDING	ha	60.000	12,660.00
		0.000	0.00
		0.000	0.00
0002                          L020.00	1.37	13,918.400	19,068.21
EROSION CONTROL	m2	13,918.400	19,068.21
		0.000	0.00
		0.000	0.00
0003                          L020.01	5.55	31,659.400	175,709.67
EROSION CONTROL, TYPE A	m2	31,659.400	175,709.67
		29,360.360	162,950.00
		0.000	0.00
0004                          L020.08	5.75	31,503.100	181,142.83
EROSION CONTROL, TYPE AA	m2	31,503.100	181,142.83
		27,962.610	160,785.02
		0.000	0.00
0005                          L020.09	12.60	2,191.800	27,616.68
EROSION CONTROL, TYPE AAA	m2	2,191.800	27,616.68
		970.360	12,226.54
		0.000	0.00
0006                          L020.10	1.75	31,897.800	55,821.15
EROSION CONTROL, TYPE HV	m2	31,897.800	55,821.15
		29,136.340	50,988.60
		0.000	0.00
0007                          L021.01	20.00	1,226.000	24,520.00
EROSION CHECKS, TYPE A	BALE	1,226.000	24,520.00
		2,437.000	48,740.00
		0.000	0.00
0008                          L021.06	16.00	1,825.000	29,200.00
EROSION CHECKS, TYPE HV	BALE	1,825.000	29,200.00
		681.000	10,896.00
		0.000	0.00
0009                          L021.11	27.00	386.000	10,422.00
EROSION CHECKS, TYPE ST-A	BALE	386.000	10,422.00
		255.000	6,885.00
		0.000	0.00
0010                          L021.15	24.00	449.000	10,776.00
EROSION CHECKS, TYPE ST-HV	BALE	449.000	10,776.00
		0.000	0.00
		0.000	0.00
0011                          L021.21	27.00	3,404.000	91,908.00
EROSION CHECKS, TYPE AA	BALE	3,404.000	91,908.00
		3,045.000	82,215.00
		0.000	0.00
0012                          L022.25	9.00	2,086.000	18,774.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	2,086.000	18,774.00
		2,652.300	23,870.70
		0.000	0.00
0013                          0030.10	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		0.000	0.00
0014                          1009.00	15,000.00	1.000	15,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,000.00
		1.000	15,000.00
		0.000	0.00
0015                          1010.00	1.61	1,103,409.000	1,776,488.49
EXCAVATION	m3	1,128,506.000	1,816,894.66
		1,157,465.000	1,863,518.64
		0.000	0.00
0016                          1011.00	3.75	415.000	1,556.25
WATER	kL	19,394.400	72,729.00
		19,394.400	72,729.00
		0.000	0.00
0017                          1012.00	65.00	262.000	17,030.00
RIGHT-OF-WAY MARKERS	EACH	262.000	17,030.00
		247.000	16,055.00
		0.000	0.00
0018                          1040.05	0.35	12,117.000	4,240.95
TEMPORARY SLOPE PROTECTION	m2	12,117.000	4,240.95
		22,783.000	7,974.05
		0.000	0.00
0019                          1102.00	3.05	12,199.000	37,206.95
REMOVE ASPHALT SURFACE	m2	12,199.000	37,206.95
		10,223.280	31,181.00
		0.000	0.00
0020                          1136.01	2,500.00	1.000	2,500.00
REMOVE	EACH	1.000	2,500.00
MONUMENT		1.000	2,500.00
		0.000	0.00
0021                          1143.00	20.00	27.800	556.00
REMOVE DRIVEWAY CULVERT PIPE	m	27.800	556.00
		45.900	918.00
		0.000	0.00
0022                          1405.00	52.00	27.800	1,445.60
RELAYING DRIVEWAY CULVERT PIPE	m	27.800	1,445.60
		21.000	1,092.00
		0.000	0.00
0023                          1701.24	57.00	316.000	18,012.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	328.500	18,724.50
		365.000	20,805.00
		0.000	0.00
0024                          1701.36	101.00	17.000	1,717.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	17.000	1,717.00
		17.000	1,717.00
		0.000	0.00
0025                          7017.00	6.55	2,875.500	18,834.52
REMOVE GUARDRAIL	m	2,875.500	18,834.52
		2,836.350	18,578.10
		0.000	0.00
0026                          9110.11	152.00	10.000	1,520.00
RENTAL OF BULLDOZER, FULLY OPERATED	HOUR	10.000	1,520.00
		8.000	1,216.00
		0.000	0.00
0142                          1040.00	0.99	0.000	0.00
SLOPE PROTECTION	m2	13,296.500	13,163.54
Slope Protection 300+		13,296.500	13,163.54
		0.000	0.00
0143                          1040.06	261.00	0.000	0.00
SLOPE PROTECTION MULCH	Mg	22.000	5,742.00
Slope Protection 300+		22.000	5,742.00
		0.000	0.00
1001                          1041.00	0.525	0.000	0.00
SALVAGING AND PLACING TOPSOIL	m2	53,246.000	27,954.15
Placing Topsoil (Scraper)		79,799.600	41,894.80
		0.000	0.00
1002                          1041.00	0.7875	0.000	0.00
SALVAGING AND PLACING TOPSOIL	m2	29,180.000	22,979.25
Topsoil (Truck Haul)		23,602.260	18,586.78
		0.000	0.00
GROUP 1 GRADING		Contracted	2,578,726.30
		Current	2,760,856.65
		In place	2,717,227.77
		This Estimate	0.00
GROUP 4 CULVERTS
0027                          P070.24	75.00	14.000	1,050.00
600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	14.000	1,050.00
		14.000	1,050.00
		0.000	0.00
0028                          P070.30	111.00	6.000	666.00
750 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	6.000	666.00
		9.000	999.00
		0.000	0.00
0029                          P120.24	89.00	23.500	2,091.50
600 mm CULVERT PIPE, TYPE 2	m	23.500	2,091.50
		26.500	2,358.50
		0.000	0.00
0030                          P120.42	261.00	28.000	7,308.00
1050 mm CULVERT PIPE TYPE 2	m	28.000	7,308.00
		14.500	3,784.50
		0.000	0.00
0031                          P128.24	135.00	81.000	10,935.00
600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	81.000	10,935.00
		79.500	10,732.50
		0.000	0.00
0032                          P128.42	275.00	37.500	10,312.50
1050 mm CULVERT PIPE, TYPE 2 CLASS IV	m	18.000	4,950.00
		17.000	4,675.00
		0.000	0.00
0033                          P150.96	800.00	90.000	72,000.00
2400 mm CULVERT PIPE, TYPE 5	m	90.000	72,000.00
		104.000	83,200.00
		0.000	0.00
0034                          P300.18	61.00	25.000	1,525.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	25.000	1,525.00
		0.000	0.00
		0.000	0.00
0035                          P300.24	76.00	39.500	3,002.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	39.500	3,002.00
		32.500	2,470.00
		0.000	0.00
0036                          P300.30	110.00	21.500	2,365.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	56.000	6,160.00
		43.000	4,730.00
		0.000	0.00
0037                          P300.36	133.00	12.000	1,596.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	12.000	1,596.00
		24.500	3,258.50
		0.000	0.00
0038                          P300.42	200.00	18.500	3,700.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0039                          P300.54	260.00	113.500	29,510.00
1350 mm CULVERT PIPE, TYPE 3,4 OR 5	m	113.500	29,510.00
		135.800	35,308.00
		0.000	0.00
0040                          P402.24	75.00	99.000	7,425.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	99.000	7,425.00
		109.360	8,202.00
		0.000	0.00
0041                          P402.36	133.00	31.500	4,189.50
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	31.500	4,189.50
		31.500	4,189.50
		0.000	0.00
0042                          P406.72	420.00	27.500	11,550.00
1800 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	27.500	11,550.00
		27.500	11,550.00
		0.000	0.00
0043                          P600.24	75.00	36.500	2,737.50
600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	36.500	2,737.50
		38.000	2,850.00
		0.000	0.00
0044                          P600.36	133.00	35.000	4,655.00
900 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR 8	m	35.000	4,655.00
		35.000	4,655.00
		0.000	0.00
0045                          0030.40	23,000.00	1.000	23,000.00
MOBILIZATION	LS	1.000	23,000.00
		1.000	23,000.00
		0.000	0.00
0046                          1043.50	3.00	558.000	1,674.00
RIPRAP FILTER FABRIC	m2	558.000	1,674.00
		470.150	1,410.45
		0.000	0.00
0047                          4002.00	3.50	57.000	199.50
CAST IRON COVER AND FRAME	kg	152.000	532.00
		152.000	532.00
		0.000	0.00
0048                          4039.20	38.00	8.500	323.00
REMOVE AND RELAY CULVERT PIPE	m	8.500	323.00
		8.500	323.00
		0.000	0.00
0049                          4040.00	50.00	28.000	1,400.00
REMOVE HEADWALLS FROM CULVERTS	EACH	28.000	1,400.00
		29.000	1,450.00
		0.000	0.00
0050                          4044.00	750.00	1.000	750.00
PREPARATION OF STRUCTURE	EACH	1.000	750.00
AT STA. 260+22.3 LT.		1.000	750.00
		0.000	0.00
0051                          4044.01	750.00	1.000	750.00
PREPARATION OF STRUCTURE	EACH	1.000	750.00
AT STA. 264+01.5		1.000	750.00
		0.000	0.00
0052                          4044.02	750.00	1.000	750.00
PREPARATION OF STRUCTURE	EACH	1.000	750.00
AT STA. 283+40.9		1.000	750.00
		0.000	0.00
0053                          4044.03	750.00	1.000	750.00
PREPARATION OF STRUCTURE	EACH	1.000	750.00
AT STA. 297+63.6		1.000	750.00
		0.000	0.00
0054                          4044.04	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 310+40.6		1.000	1,200.00
		0.000	0.00
0055                          4044.05	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 315+18.2		1.000	1,200.00
		0.000	0.00
0056                          4044.06	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 318+62.6		1.000	1,200.00
		0.000	0.00
0057                          4044.07	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 326+56		1.000	1,200.00
		0.000	0.00
0058                          4044.09	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA. 350+89.4		1.000	1,500.00
		0.000	0.00
0059                          4044.10	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 358+50		1.000	1,200.00
		0.000	0.00
0060                          4044.12	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 384+71		1.000	1,200.00
		0.000	0.00
0061                          4045.00	1,500.00	1.000	1,500.00
REMOVE STRUCTURE	EACH	1.000	1,500.00
AT STA. 270+66.6 LT.		1.000	1,500.00
		0.000	0.00
0062                          4050.01	10.00	6,143.000	61,430.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	5,565.000	55,650.00
		6,178.000	61,780.00
		0.000	0.00
0063                          4051.01	10.00	1,021.000	10,210.00
EXCAVATION FOR BOX CULVERTS	m3	1,462.000	14,620.00
		1,067.000	10,670.00
		0.000	0.00
0064                          4100.06	550.00	15.500	8,525.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	14.600	8,030.00
		14.630	8,046.50
		0.000	0.00
0065                          4101.06	377.00	571.600	215,493.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	545.300	205,578.10
		573.343	216,150.32
		0.000	0.00
0066                          4105.59	550.00	5.070	2,788.50
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	5.070	2,788.50
		2.263	1,244.65
		0.000	0.00
0067                          4107.07	600.00	1.000	600.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.000	600.00
		7.854	4,712.40
		0.000	0.00
0068                          4120.06	600.00	1.000	600.00
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG	m3	1.000	600.00
		1.000	600.00
		0.000	0.00
0069                          4130.06	600.00	0.700	420.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.700	420.00
		1.490	894.00
		0.000	0.00
0070                          4150.00	1.10	866.000	952.60
REINFORCING STEEL FOR HEADWALL	kg	790.000	869.00
		789.700	868.67
		0.000	0.00
0071                          4151.00	1.00	29,694.000	29,694.00
REINFORCING STEEL FOR BOX CULVERT	kg	28,516.000	28,516.00
		29,878.256	29,878.27
		0.000	0.00
0072                          4155.50	1.10	116.000	127.60
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	116.000	127.60
		116.000	127.60
		0.000	0.00
0073                          4310.24	202.00	19.000	3,838.00
600 mm FLARED-END SECTION	EACH	19.000	3,838.00
		17.000	3,434.00
		0.000	0.00
0074                          4310.30	310.00	3.000	930.00
750 mm FLARED-END SECTION	EACH	4.000	1,240.00
		6.000	1,860.00
		0.000	0.00
0075                          4310.36	460.00	5.000	2,300.00
900 mm FLARED-END SECTION	EACH	5.000	2,300.00
		7.000	3,220.00
		0.000	0.00
0076                          4310.42	1,030.00	4.000	4,120.00
1050 mm FLARED-END SECTION	EACH	2.000	2,060.00
		2.000	2,060.00
		0.000	0.00
0077                          4310.54	1,300.00	5.000	6,500.00
1350 mm FLARED-END SECTION	EACH	5.000	6,500.00
		3.000	3,900.00
		0.000	0.00
0078                          4310.72	2,320.00	2.000	4,640.00
1800 mm FLARED-END SECTION	EACH	2.000	4,640.00
		2.000	4,640.00
		0.000	0.00
0079                          4670.05	81.00	30.000	2,430.00
CULVERT SANDFILL	m3	30.000	2,430.00
		30.000	2,430.00
		0.000	0.00
0080                          4880.24	625.00	81.000	50,625.00
JACKING 600 mm CULVERT PIPE, TYPE 2 CLASS IV	m	81.000	50,625.00
		79.500	49,687.50
		0.000	0.00
0081                          4880.42	1,050.00	37.500	39,375.00
JACKING 1050 mm CULVERT PIPE, TYPE 2 CLASS IV	m	17.000	17,850.00
		17.000	17,850.00
		0.000	0.00
0082                          6105.01	47.00	391.500	18,400.50
ROCK RIPRAP, TYPE A	Mg	391.500	18,400.50
		403.870	18,981.89
		0.000	0.00
0083                          6105.02	42.00	56.000	2,352.00
ROCK RIPRAP, TYPE B	Mg	56.000	2,352.00
		95.270	4,001.34
		0.000	0.00
0084                          6105.03	42.00	90.000	3,780.00
ROCK RIPRAP, TYPE C	Mg	23.000	966.00
		0.000	0.00
		0.000	0.00
4001                          4976.05	882.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	882.00
Addtional work to modify & move materials to sta. 277+		1.000	882.00
		0.000	0.00
4002                          P070.12	83.19	0.000	0.00
300 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	24.380	2,028.17
Install 300mm Culverts at 260+ & 264+		24.380	2,028.17
		0.000	0.00
4003                          0030.01	1,050.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	1,050.00
Additional Mobilization @ Sta. 300+76		1.000	1,050.00
		0.000	0.00
4004                          0095.00	603.75	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	603.75
Additional Freight @ Sta. 300+76		1.000	603.75
		0.000	0.00
GROUP 4 CULVERTS		Contracted	686,545.90
		Current	647,044.12
		In place	675,529.01
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 337+97.7
0085                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0086                          4044.08	1,500.00	1.000	1,500.00
PREPARATION OF STRUCTURE	EACH	1.000	1,500.00
AT STA. 337+97.7		1.000	1,500.00
		0.000	0.00
0087                          4051.01	10.00	143.000	1,430.00
EXCAVATION FOR BOX CULVERTS	m3	143.000	1,430.00
		143.000	1,430.00
		0.000	0.00
0088                          4101.06	376.00	102.490	38,536.24
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	102.490	38,536.24
		102.490	38,536.24
		0.000	0.00
0089                          4151.00	1.00	5,740.000	5,740.00
REINFORCING STEEL FOR BOX CULVERT	kg	5,740.000	5,740.00
		5,740.000	5,740.00
		0.000	0.00
GROUP 4A CULVERT AT STA. 337+97.7		Contracted	49,706.24
		Current	49,706.24
		In place	49,706.24
		This Estimate	0.00
GROUP 4B CULVERT AT STA. 365+93.86
0090                          0030.40	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0091                          4044.11	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 365+93.86		1.000	2,000.00
		0.000	0.00
0092                          4051.01	10.00	200.000	2,000.00
EXCAVATION FOR BOX CULVERTS	m3	200.000	2,000.00
		200.000	2,000.00
		0.000	0.00
0093                          4101.06	376.00	99.690	37,483.44
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	99.690	37,483.44
		101.802	38,277.55
		0.000	0.00
0094                          4151.00	1.00	7,050.000	7,050.00
REINFORCING STEEL FOR BOX CULVERT	kg	7,050.000	7,050.00
		7,199.440	7,199.44
		0.000	0.00
GROUP 4B CULVERT AT STA. 365+93.86		Contracted	51,033.44
		Current	51,033.44
		In place	51,976.99
		This Estimate	0.00
GROUP 5 SEEDING
0095                          L001.01	1,180.00	48.000	56,640.00
SEEDING, TYPE A	ha	48.000	56,640.00
		57.736	68,128.48
		1.519	1,792.42
0096                          L001.02	1,082.00	10.000	10,820.00
SEEDING, TYPE B	ha	10.000	10,820.00
		8.644	9,352.81
		1.094	1,183.71
0097                          L001.03	1,525.00	2.000	3,050.00
SEEDING, TYPE C	ha	1.400	2,135.00
		1.500	2,287.50
		0.000	0.00
0098                          L032.75	78.00	261.000	20,358.00
MULCH	Mg	261.000	20,358.00
		242.304	18,899.71
		-86.506	-6,747.47
0099                          L032.80	1,500.00	5.000	7,500.00
HYDROMULCH	Mg	3.500	5,250.00
		3.750	5,625.00
		3.750	5,625.00
0100                          0030.50	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	99,868.00
		Current	96,703.00
		In place	105,793.50
		This Estimate	1,853.66
GROUP 9 BITUMINOUS
0101                          P402.15	105.00	7.500	787.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	7.500	787.50
		0.000	0.00
		0.000	0.00
0102                          0030.90	36,000.00	1.000	36,000.00
MOBILIZATION	LS	1.000	36,000.00
		1.000	36,000.00
		0.000	0.00
0103                          1020.03	12.50	93.000	1,162.50
DELINEATOR, TYPE III	EACH	93.000	1,162.50
		0.000	0.00
		0.000	0.00
0104                          2001.00	21.00	1,138.000	23,898.00
GRAVEL SURFACE COURSE	m3	1,138.000	23,898.00
		1,138.000	23,898.00
		0.000	0.00
0105                          2009.10	300.00	7.742	2,322.60
GRAVEL EMBEDMENT	StaM	7.742	2,322.60
		10.123	3,036.90
		0.000	0.00
0106                          2020.00	5.00	334.000	1,670.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	334.000	1,670.00
		41.760	208.80
		0.000	0.00
0107                          2021.00	50.00	8.000	400.00
MAILBOX POST	EACH	8.000	400.00
		0.000	0.00
		0.000	0.00
0108                          4004.50	2.00	216.000	432.00
CAST IRON GRATE AND FRAME	kg	216.000	432.00
		0.000	0.00
		0.000	0.00
0109                          4024.76	1,750.00	1.000	1,750.00
CONCRETE FLUME, TYPE VII	EACH	1.000	1,750.00
		0.000	0.00
		0.000	0.00
0110                          7502.14	8.45	500.000	4,225.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	500.000	4,225.00
		444.000	3,751.80
		0.000	0.00
0111                          7503.14	8.75	5,600.000	49,000.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	5,600.000	49,000.00
		5,600.000	49,000.00
		0.000	0.00
0112                          8111.00	246.00	165.285	40,660.11
SHOULDER SUBGRADE PREPARATION	StaM	165.285	40,660.11
		164.700	40,516.20
		0.000	0.00
0113                          9000.75	19.00	500.000	9,500.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	9,500.00
SP2(12.5)		40.550	770.45
		0.000	0.00
0114                          9005.00	25.00	400.000	10,000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	400.000	10,000.00
SP2(12.5)		0.000	0.00
		0.000	0.00
0115                          9005.30	21.75	51,140.000	1,112,295.00
ASPHALTIC CONCRETE, TYPE SP2(12.5)	Mg	51,140.000	1,112,295.00
		51,068.594	1,110,741.92
		0.000	0.00
0116                          9009.00	3.50	2,856.000	9,996.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	2,856.000	9,996.00
		2,717.000	9,509.50
		0.000	0.00
0117                          9020.91	178.00	27.000	4,806.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	4,806.00
		2.158	384.12
		0.000	0.00
0118                          9021.01	178.00	2,783.160	495,402.48
PERFORMANCE GRADED BINDER (64-22)	Mg	2,783.160	495,402.48
		2,639.592	469,847.38
		0.000	0.00
0119                          9030.00	15.00	110.000	1,650.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	110.000	1,650.00
		97.000	1,455.00
		0.000	0.00
0120                          9034.00	1.95	2,856.000	5,569.20
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	2,856.000	5,569.20
		2,717.000	5,298.15
		0.000	0.00
0121                          9053.00	0.29	106,070.000	30,760.30
TACK COAT	L	106,070.000	30,760.30
		122,397.486	35,495.27
		0.000	0.00
0122                          9111.00	2.50	2,329.000	5,822.50
WATER	kL	2,329.000	5,822.50
		1,125.600	2,814.00
		0.000	0.00
0123                          9170.00	106.00	152.991	16,217.05
EARTH SHOULDER CONSTRUCTION	StaM	152.991	16,217.05
		142.322	15,086.13
		0.000	0.00
0124                          9173.00	251.00	77.748	19,514.75
SUBGRADE PREPARATION	StaM	77.748	19,514.75
		72.531	18,205.28
		0.000	0.00
0125                          9179.24	1,300.00	52.529	68,287.70
COLD MILLING, CLASS 4	StaM	52.529	68,287.70
		41.240	53,612.00
		0.000	0.00
0126                          9300.50	4,200.00	1.000	4,200.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	4,200.00
		1.000	4,200.00
		0.000	0.00
0144                          9179.43	481.00	0.000	0.00
COLD MILLING, CLASS 3	StaM	81.100	39,009.10
Milling, Class III		89.280	42,943.68
		0.000	0.00
1004                          1905.03	142.44	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	EACH	1.000	142.44
750mm Flared End Section Delivered and Not Used		1.000	142.44
		0.000	0.00
1005                          1905.04	30.09	0.000	0.00
MATERIAL DELIVERED NOT INCORPORATED	m	27.000	812.43
600 mm Driveway Culvert Pipe		27.000	812.43
		0.000	0.00
901                           9300.58	21.75	0.000	0.00
SUPERPAVE QUALITY DISINCENTIVE	Mg	-1,589.430	-34,570.10
Final Quantity for Superpave Quality		-1,589.430	-34,570.10
		0.000	0.00
902                           9300.60	0.41	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	12,012.640	4,925.18
Asphaltic Concrete Smoothness		12,012.640	4,925.18
		0.000	0.00
903                           9300.77	3.33	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	604.620	2,013.38
PG Binder Incentive		604.620	2,013.38
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,956,328.68
		Current	1,968,661.12
		In place	1,900,097.91
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0127                          0001.08	0.50	13,890.000	6,945.00
BARRICADE, TYPE II	BDAY	13,890.000	6,945.00
		7,198.000	3,599.00
		0.000	0.00
0128                          0001.10	4.00	3,108.000	12,432.00
BARRICADE, TYPE III	BDAY	3,108.000	12,432.00
		7,248.000	28,992.00
		5.000	20.00
0129                          0001.30	4.00	1,008.000	4,032.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,008.000	4,032.00
		1,047.000	4,188.00
		0.000	0.00
0130                          0001.75	5.00	510.000	2,550.00
TEMPORARY SIGN DAY	EACH	510.000	2,550.00
		657.000	3,285.00
		0.000	0.00
0131                          0001.90	0.85	13,076.000	11,114.60
SIGN DAY	EACH	13,076.000	11,114.60
		22,671.000	19,270.35
		23.000	19.55
0132                          0002.40	20.00	275.360	5,507.20
TEMPORARY SOLID LINES	StaM	275.360	5,507.20
		831.850	16,637.00
		0.000	0.00
0133                          0002.44	1.70	1,300.000	2,210.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	1,300.000	2,210.00
		2,460.530	4,182.90
		0.000	0.00
0134                          0002.45	20.00	137.680	2,753.60
TEMPORARY BROKEN LINES	StaM	137.680	2,753.60
		499.100	9,982.00
		0.000	0.00
0135                          0003.10	220.00	80.000	17,600.00
FLAGGING	DAY	80.000	17,600.00
		463.000	101,860.00
		0.000	0.00
0136                          0010.04	2,750.00	1.000	2,750.00
FIELD OFFICE	EACH	1.000	2,750.00
		1.000	2,750.00
		0.000	0.00
0137                          0030.00	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.502	10,040.00
0138                          9110.01	50.00	80.000	4,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	80.000	4,000.00
		3.000	150.00
		0.000	0.00
0139                          9110.02	55.00	30.000	1,650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	30.000	1,650.00
		12.000	660.00
		0.000	0.00
0140                          9110.03	40.00	80.000	3,200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	80.000	3,200.00
		0.000	0.00
		0.000	0.00
0141                          9110.07	35.00	80.000	2,800.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	80.000	2,800.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	99,544.40
		Current	99,544.40
		In place	215,556.25
		This Estimate	10,079.55
Totals for contract		Contracted	5,521,752.96
		Current	5,673,548.97
		In place	5,715,887.67
		This Estimate	11,933.21