Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	8619
Estimate Number:	0010
Pay Period End Date:	09.20.2003

Contract Location:
O'NEILL NORTH	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	03.13.2003
129 E 2ND ST	Date Awarded:	03.20.2003
PO BOX 1087	Date Contract Executed:	03.25.2003
	Date Notice to Proceed:	03.25.2003
HASTINGS NE 68902-1087	Date Work Began:	04.07.2003
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HOLT

Project Number		PCT			Fed State Project Number		Description
80619 000		0.000			EACSTPD-281-4(114)		GRAD, CULV, SEED, BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,187,646.03	$1,088,735.33	$98,910.70
$5,275,787.49	Stockpiled Materials	$363,224.37	$363,224.37	$.00
Original Contract Amt	Gross Earnings	$1,550,870.40	$1,451,959.70	$98,910.70
$5,268,204.49	Retainage	$-11,876.46	$-10,887.35	$-989.11
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
22.51%	Net Earnings	$1,538,993.94	$1,441,072.35	$97,921.59
	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	$-3,534.38	$-3,255.25	$-279.13
	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	-$3,534.38	-$3,255.25	-$279.13
	Payment	$1,535,459.56	$1,437,817.10	$97,642.46
Project Manager			Div. Head/Dist. Eng.
Ziska, Dan	09.22.2003		Kovar, Mark	09.22.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.23.2003
Controller Div. Processed
Burling, Laurie	09.23.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0105	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	71,871.70	0320-1
		Central 3A
		S.P. Initial Payment	34,498.42	0320-2
		Central 3A
		S.P. Initial Payment	33,378.49	0320-3
		Spencer 3/4" Rock
		S.P. Initial Payment	28,748.66	0320-4
		Central 3A
		S.P. Initial Payment	6,263.86	0320-6
		Spencer 3/4" Rock
		S.P. Initial Payment	40,248.16	0320-7
		Central 3A
		S.P. Initial Payment	34,470.90	0320-7
		Spencer 3/4" Rock
		Total for estimate 0006:	249,480.19
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0105	9005.45	ASPHALTIC CONCRETE, TYPE SP4(12.5)
		S.P. Initial Payment	7,960.97	0320-9
		Spencer 3/4" Rock
		S.P. Initial Payment	16,007.02	0320-9
		2A Gravel
		S.P. Initial Payment	43,123.12	0320-9
		Central 3A
		S.P. Initial Payment	19,000.38	0320-10
		2A Gravel
		S.P. Initial Payment	27,652.69	0320-10
		Central 3A
		Total for estimate 0008:	113,744.18
		Total remaining for contract:	363,224.37

			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                          0030.10	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0002                          1000.00	110.00	10.000	1,100.00
LARGE TREE REMOVAL	EACH	10.000	1,100.00
		11.000	1,210.00
		0.000	0.00
0003                          1009.00	9,000.00	1.000	9,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	9,000.00
		0.650	5,850.00
		0.000	0.00
0004                          1010.00	1.26	69,015.000	86,958.90
EXCAVATION	m3	69,015.000	86,958.90
		69,944.800	88,130.45
		7,250.000	9,135.00
0005                          1010.01	2.20	12,605.000	27,731.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	12,605.000	27,731.00
		0.000	0.00
		0.000	0.00
0006                          1010.10	2.48	158,029.000	391,911.92
EXCAVATION, BORROW	m3	158,029.000	391,911.92
		77,100.000	191,208.00
		6,500.000	16,120.00
0007                          1010.50	15.00	137.000	2,055.00
REMOVAL OF UNSUITABLE MATERIAL	m3	137.000	2,055.00
		0.000	0.00
		0.000	0.00
0008                          1011.00	1.50	5,179.000	7,768.50
WATER	kL	5,179.000	7,768.50
		1,658.149	2,487.22
		454.260	681.39
0009                          1012.00	53.00	520.000	27,560.00
RIGHT-OF-WAY MARKERS	EACH	189.000	10,017.00
		192.000	10,176.00
		0.000	0.00
0010                          1016.00	230.00	23.000	5,290.00
RE-ESTABLISH PROPERTY CORNER	EACH	23.000	5,290.00
		13.500	3,105.00
		0.000	0.00
0011                          1021.10	10.00	90.000	900.00
REMOVE DELINEATOR UNITS	EACH	90.000	900.00
		0.000	0.00
		0.000	0.00
0012                          1040.00	0.16	36,366.000	5,818.56
SLOPE PROTECTION	m2	36,366.000	5,818.56
		0.000	0.00
		0.000	0.00
0013                          1040.05	0.06	22,425.000	1,345.50
TEMPORARY SLOPE PROTECTION	m2	22,425.000	1,345.50
		0.000	0.00
		0.000	0.00
0014                          1040.06	68.00	40.000	2,720.00
SLOPE PROTECTION MULCH	Mg	40.000	2,720.00
		0.000	0.00
		0.000	0.00
0015                          1102.00	2.00	14,070.000	28,140.00
REMOVE ASPHALT SURFACE	m2	14,070.000	28,140.00
		1,930.100	3,860.20
		180.000	360.00
0016                          1106.00	2.00	4,099.000	8,198.00
REMOVE DRIVEWAY	m2	4,099.000	8,198.00
		0.000	0.00
		0.000	0.00
0017                          1143.00	10.00	19.200	192.00
REMOVE DRIVEWAY CULVERT PIPE	m	19.200	192.00
		0.000	0.00
		0.000	0.00
0018                          1701.24	50.00	340.000	17,000.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	340.000	17,000.00
		0.000	0.00
		0.000	0.00
0019                          1701.30	67.00	12.000	804.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	12.000	804.00
		0.000	0.00
		0.000	0.00
0020                          1702.24	52.00	48.000	2,496.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5	m	48.000	2,496.00
		0.000	0.00
		0.000	0.00
0021                          1706.24	154.00	249.000	38,346.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2	m	249.000	38,346.00
		0.000	0.00
		0.000	0.00
0022                          2030.01	8.50	137.000	1,164.50
AGGREGATE FOR SUB-SURFACE DRAINAGE	m3	137.000	1,164.50
		0.000	0.00
		0.000	0.00
0023                          3017.50	64.60	91.000	5,878.60
INTERLOCKING CONCRETE PAVER BLOCK	m2	91.000	5,878.60
		0.000	0.00
		0.000	0.00
0024                          4040.00	50.00	4.000	200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	4.000	200.00
		0.000	0.00
		0.000	0.00
0025                          4763.26	180.00	1.000	180.00
UNDERDRAIN HEADWALL	EACH	1.000	180.00
		0.000	0.00
		0.000	0.00
0026                          4764.34	9.00	3.000	27.00
100 mm NONPERFORATED PIPE UNDERDRAIN	m	3.000	27.00
		0.000	0.00
		0.000	0.00
0027                          4764.35	9.50	9.000	85.50
100 mm PERFORATED PIPE UNDERDRAIN	m	9.000	85.50
		0.000	0.00
		0.000	0.00
0028                          L006.00	150.00	42.000	6,300.00
COVER CROP SEEDING	ha	42.000	6,300.00
		0.000	0.00
		0.000	0.00
0029                          L020.01	4.86	4,002.000	19,449.72
EROSION CONTROL, TYPE A	m2	4,002.000	19,449.72
		0.000	0.00
		0.000	0.00
0030                          L020.03	1.72	17,562.000	30,206.64
EROSION CONTROL, TYPE C	m2	17,562.000	30,206.64
		0.000	0.00
		0.000	0.00
0031                          L020.08	4.82	9,654.000	46,532.28
EROSION CONTROL, TYPE AA	m2	9,654.000	46,532.28
		0.000	0.00
		0.000	0.00
0032                          L020.09	11.40	285.000	3,249.00
EROSION CONTROL, TYPE AAA	m2	285.000	3,249.00
		0.000	0.00
		0.000	0.00
0033                          L020.20	0.10	36,366.000	3,636.60
SLOPE PROTECTION NETTING	m2	36,366.000	3,636.60
		0.000	0.00
		0.000	0.00
0034                          L021.01	15.00	266.000	3,990.00
EROSION CHECKS, TYPE A	BALE	266.000	3,990.00
		0.000	0.00
		0.000	0.00
0035                          L021.03	15.00	721.000	10,815.00
EROSION CHECKS, TYPE C	BALE	721.000	10,815.00
		0.000	0.00
		0.000	0.00
0036                          L021.06	15.00	126.000	1,890.00
EROSION CHECKS, TYPE HV	BALE	126.000	1,890.00
		0.000	0.00
		0.000	0.00
0037                          L021.21	15.50	539.000	8,354.50
EROSION CHECKS, TYPE AA	BALE	539.000	8,354.50
		0.000	0.00
		0.000	0.00
0038                          L022.11	6.00	5,459.000	32,754.00
FABRIC SILT FENCE-LOW POROSITY	m	5,459.000	32,754.00
		4,858.900	29,153.40
		0.000	0.00
0039                          L022.14	6.00	250.000	1,500.00
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	250.000	1,500.00
		245.700	1,474.20
		0.000	0.00
0040                          L022.25	8.00	25.000	200.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	25.000	200.00
		30.000	240.00
		0.000	0.00
0041                          L022.75	10.00	1,176.050	11,760.50
TEMPORARY SILT CHECK	m	1,176.050	11,760.50
		47.300	473.00
		0.000	0.00
0042                          P300.48	100.00	124.000	12,400.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	124.000	12,400.00
		124.000	12,400.00
		0.000	0.00
4000                          1013.00	53.00	0.000	0.00
RESET RIGHT-OF-WAY MARKERS	EACH	92.000	4,876.00
Remove and reset ROW Markers.		55.000	2,915.00
		0.000	0.00
GROUP 1 GRADING		Contracted	873,909.22
		Current	861,242.22
		In place	360,682.47
		This Estimate	26,296.39
GROUP 4 CULVERTS
0043                          0030.40	22,500.00	1.000	22,500.00
MOBILIZATION	LS	1.000	22,500.00
		1.000	22,500.00
		0.000	0.00
0044                          1043.50	3.50	697.000	2,439.50
RIPRAP FILTER FABRIC	m2	697.000	2,439.50
		627.190	2,195.17
		0.000	0.00
0045                          4035.00	135.00	6.000	810.00
REMOVE FLARED-END SECTION	EACH	6.000	810.00
		6.000	810.00
		0.000	0.00
0046                          4040.00	150.00	80.000	12,000.00
REMOVE HEADWALLS FROM CULVERTS	EACH	80.000	12,000.00
		80.000	12,000.00
		0.000	0.00
0047                          4044.00	3,100.00	1.000	3,100.00
PREPARATION OF STRUCTURE	EACH	1.000	3,100.00
AT STA. 10045+86.98		1.000	3,100.00
		0.000	0.00
0048                          4044.01	3,100.00	1.000	3,100.00
PREPARATION OF STRUCTURE	EACH	1.000	3,100.00
AT STA. 10089+87.47		1.000	3,100.00
		0.000	0.00
0049                          4044.02	2,075.00	1.000	2,075.00
PREPARATION OF STRUCTURE	EACH	1.000	2,075.00
AT STA. 10109+29.66		1.000	2,075.00
		0.000	0.00
0050                          4044.03	2,075.00	1.000	2,075.00
PREPARATION OF STRUCTURE	EACH	1.000	2,075.00
AT STA. 10130+83.99		1.000	2,075.00
		0.000	0.00
0051                          4044.04	1,750.00	1.000	1,750.00
PREPARATION OF STRUCTURE	EACH	1.000	1,750.00
AT STA. 10142+46.50		1.000	1,750.00
		0.000	0.00
0052                          4044.05	1,750.00	1.000	1,750.00
PREPARATION OF STRUCTURE	EACH	1.000	1,750.00
AT STA. 10143+68.96		1.000	1,750.00
		0.000	0.00
0053                          4044.06	2,075.00	1.000	2,075.00
PREPARATION OF STRUCTURE	EACH	1.000	2,075.00
AT STA. 10148+52.17		1.000	2,075.00
		0.000	0.00
0054                          4044.07	2,280.00	1.000	2,280.00
PREPARATION OF STRUCTURE	EACH	1.000	2,280.00
AT STA. 10205+55.25		1.000	2,280.00
		0.000	0.00
0055                          4045.00	12,400.00	1.000	12,400.00
REMOVE STRUCTURE	EACH	1.000	12,400.00
AT STA. 10109+47.84		1.000	12,400.00
		0.000	0.00
0056                          4045.01	8,250.00	1.000	8,250.00
REMOVE STRUCTURE	EACH	1.000	8,250.00
AT STA. 10123+87.32		1.000	8,250.00
		0.000	0.00
0057                          4050.01	12.90	916.000	11,816.40
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	916.000	11,816.40
		979.000	12,629.10
		0.000	0.00
0058                          4051.01	25.75	475.000	12,231.25
EXCAVATION FOR BOX CULVERTS	m3	475.000	12,231.25
		475.000	12,231.25
		0.000	0.00
0059                          4101.06	417.51	579.490	241,942.87
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	579.490	241,942.87
		613.250	256,038.01
		0.000	0.00
0060                          4151.00	1.35	34,321.000	46,333.35
REINFORCING STEEL FOR BOX CULVERT	kg	34,321.000	46,333.35
		37,046.000	50,012.10
		0.000	0.00
0061                          4310.18	198.00	10.000	1,980.00
450 mm FLARED-END SECTION	EACH	10.000	1,980.00
		10.000	1,980.00
		0.000	0.00
0062                          4310.24	238.00	54.000	12,852.00
600 mm FLARED-END SECTION	EACH	54.000	12,852.00
		56.000	13,328.00
		0.000	0.00
0063                          4310.30	314.00	12.000	3,768.00
750 mm FLARED-END SECTION	EACH	12.000	3,768.00
		8.000	2,512.00
		0.000	0.00
0064                          4310.36	400.00	4.000	1,600.00
900 mm FLARED-END SECTION	EACH	4.000	1,600.00
		10.000	4,000.00
		0.000	0.00
0065                          4310.42	625.00	8.000	5,000.00
1050 mm FLARED-END SECTION	EACH	8.000	5,000.00
		8.000	5,000.00
		0.000	0.00
0066                          4310.54	770.00	4.000	3,080.00
1350 mm FLARED-END SECTION	EACH	4.000	3,080.00
		4.000	3,080.00
		0.000	0.00
0067                          4320.24	595.00	4.000	2,380.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	4.000	2,380.00
		0.000	0.00
		0.000	0.00
0068                          6105.01	42.00	97.000	4,074.00
ROCK RIPRAP, TYPE A	Mg	97.000	4,074.00
		111.400	4,678.80
		0.000	0.00
0069                          6105.02	42.00	350.000	14,700.00
ROCK RIPRAP, TYPE B	Mg	350.000	14,700.00
		370.170	15,547.14
		0.000	0.00
0070                          6105.03	42.00	167.000	7,014.00
ROCK RIPRAP, TYPE C	Mg	167.000	7,014.00
		0.000	0.00
		0.000	0.00
0071                          P127.24	166.70	28.500	4,750.95
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	28.500	4,750.95
		0.000	0.00
		0.000	0.00
0072                          P300.18	72.90	57.000	4,155.30
450 mm CULVERT PIPE, TYPE 3,4 OR 5	m	57.000	4,155.30
		48.500	3,535.65
		0.000	0.00
0073                          P300.24	78.25	267.200	20,908.40
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	267.200	20,908.40
		235.000	18,388.76
		0.000	0.00
0074                          P300.30	90.25	52.000	4,693.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	52.000	4,693.00
		30.500	2,752.63
		0.000	0.00
0075                          P300.36	96.75	32.400	3,134.70
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	32.400	3,134.70
		30.000	2,902.50
		0.000	0.00
0076                          P300.42	119.20	63.700	7,593.04
1050 mm CULVERT PIPE, TYPE 3,4 OR 5	m	63.700	7,593.04
		57.500	6,854.00
		0.000	0.00
0077                          P300.54	285.00	31.900	9,091.50
1350 mm CULVERT PIPE, TYPE 3,4 OR 5	m	31.900	9,091.50
		27.000	7,695.00
		0.000	0.00
0078                          P400.24	98.25	79.000	7,761.75
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	79.000	7,761.75
		98.000	9,628.51
		0.000	0.00
0079                          P400.30	115.00	13.000	1,495.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	13.000	1,495.00
		13.500	1,552.50
		0.000	0.00
0080                          P402.24	72.30	96.100	6,948.03
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	96.100	6,948.03
		91.500	6,615.45
		0.000	0.00
0081                          P402.30	102.25	30.000	3,067.50
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	30.000	3,067.50
		30.000	3,067.50
		0.000	0.00
4002                          4061.01	25.75	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	300.000	7,725.00
Excavation of Unsuitable Material for Box Culverts and Culvert Pipe.		338.510	8,716.63
		0.000	0.00
4003                          4051.12	41.75	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	285.000	11,898.75
Granular Material for Foundation of Box Culverts		330.910	13,815.49
		0.000	0.00
4004                          4051.13	41.75	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF PIPE CULVERT ANDHEADWALL	m3	15.000	626.25
Granular Material for Foundation of Culvert Pipes.		7.600	317.30
		0.000	0.00
GROUP 4 CULVERTS		Contracted	518,975.54
		Current	539,225.54
		In place	543,238.49
		This Estimate	0.00
GROUP 5 SEEDING
0082                          0030.50	3,750.00	1.000	3,750.00
MOBILIZATION	LS	1.000	3,750.00
		0.000	0.00
		0.000	0.00
0083                          L001.01	1,248.00	27.000	33,696.00
SEEDING, TYPE A	ha	27.000	33,696.00
		0.000	0.00
		0.000	0.00
0084                          L001.02	835.00	15.000	12,525.00
SEEDING, TYPE B	ha	15.000	12,525.00
		0.000	0.00
		0.000	0.00
0085                          L010.00	5.00	2,203.000	11,015.00
SODDING	m2	2,203.000	11,015.00
		0.000	0.00
		0.000	0.00
0086                          L032.75	68.00	189.000	12,852.00
MULCH	Mg	189.000	12,852.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	73,838.00
		Current	73,838.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0087                          0002.55	23.00	625.500	14,386.50
OVERLAY BROKEN LINES	StaM	625.500	14,386.50
		59.450	1,367.35
		59.450	1,367.35
0088                          0002.60	26.00	1,251.000	32,526.00
OVERLAY SOLID LINES	StaM	1,251.000	32,526.00
		59.450	1,545.70
		59.450	1,545.70
0089                          0030.90	69,000.00	1.000	69,000.00
MOBILIZATION	LS	1.000	69,000.00
		0.247	17,043.00
		0.000	0.00
0090                          2001.00	7.80	394.000	3,073.20
GRAVEL SURFACE COURSE	m3	394.000	3,073.20
		0.000	0.00
		0.000	0.00
0091                          2009.10	400.00	2.920	1,168.00
GRAVEL EMBEDMENT	StaM	2.920	1,168.00
		0.000	0.00
		0.000	0.00
0092                          2010.00	33.80	134.000	4,529.20
CRUSHED ROCK SURFACE COURSE	m3	134.000	4,529.20
		0.000	0.00
		0.000	0.00
0093                          2021.00	50.00	28.000	1,400.00
MAILBOX POST	EACH	28.000	1,400.00
		0.000	0.00
		0.000	0.00
0094                          3020.30	50.00	123.000	6,150.00
CONCRETE CLASS 47B-25 DRIVEWAY	m2	123.000	6,150.00
		0.000	0.00
		0.000	0.00
0095                          7502.04	7.00	150.000	1,050.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	150.000	1,050.00
		0.000	0.00
		0.000	0.00
0096                          7503.04	7.00	1,175.000	8,225.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,175.000	8,225.00
		0.000	0.00
		0.000	0.00
0097                          7509.04	14.00	175.000	2,450.00
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	175.000	2,450.00
		0.000	0.00
		0.000	0.00
0098                          7512.04	28.00	20.000	560.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	20.000	560.00
		0.000	0.00
		0.000	0.00
0099                          8022.00	101.20	593.000	60,011.60
HYDRATED LIME	Mg	593.000	60,011.60
		63.099	6,385.62
		63.099	6,385.62
0100                          8110.50	1,268.00	203.650	258,228.20
HYDRATED LIME SLURRY STABILIZATION	StaM	203.650	258,228.20
		29.725	37,691.30
		29.725	37,691.30
0101                          8111.00	225.00	371.900	83,677.50
SHOULDER SUBGRADE PREPARATION	StaM	371.900	83,677.50
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	546,435.20
		Current	546,435.20
		In place	64,032.97
		This Estimate	46,989.97
GROUP 9 BITUIMINOUS
0102                          9000.75	13.19	500.000	6,595.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	6,595.00
SPS		0.000	0.00
		0.000	0.00
GROUP 9 BITUIMINOUS		Contracted	6,595.00
		Current	6,595.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0103                          9005.00	27.86	500.000	13,930.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	500.000	13,930.00
SP4(12.5)		0.000	0.00
		0.000	0.00
0104                          9005.23	13.19	38,550.000	508,474.50
ASPHALTIC CONCRETE, TYPE SPS	Mg	38,550.000	508,474.50
		4,577.340	60,375.11
		0.000	0.00
0105                          9005.45	19.10	53,360.000	1,019,176.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	53,360.000	1,019,176.00
		0.000	0.00
		0.000	0.00
0106                          9009.00	3.00	7,233.000	21,699.00
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	7,233.000	21,699.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,563,279.50
		Current	1,563,279.50
		In place	60,375.11
		This Estimate	0.00
GROUP 9 BITUIMINOUS
0107                          9020.92	233.00	27.000	6,291.00
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING	Mg	27.000	6,291.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUIMINOUS		Contracted	6,291.00
		Current	6,291.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0108                          9021.03	233.00	2,081.700	485,036.10
PERFORMANCE GRADED BINDER (58-28)	Mg	2,081.700	485,036.10
		237.456	55,327.25
		0.000	0.00
0109                          9021.08	266.00	2,908.440	773,645.04
PERFORMANCE GRADED BINDER (64-28)	Mg	2,908.440	773,645.04
		0.000	0.00
		0.000	0.00
0110                          9052.15	0.23	601,580.000	138,363.40
EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION	L	601,580.000	138,363.40
		94,208.000	21,667.84
		94,208.000	21,667.84
0111                          9053.00	0.26	168,180.000	43,726.80
TACK COAT	L	168,180.000	43,726.80
		5,015.000	1,303.90
		0.000	0.00
0112                          9111.00	1.50	2,720.000	4,080.00
WATER	kL	2,720.000	4,080.00
		0.000	0.00
		0.000	0.00
0113                          9170.00	113.00	71.630	8,094.19
EARTH SHOULDER CONSTRUCTION	StaM	71.630	8,094.19
		25.500	2,881.50
		0.000	0.00
0114                          9173.20	1.00	20,462.000	20,462.00
SUBGRADE PREPARATION	m2	20,462.000	20,462.00
		11,475.000	11,475.00
		0.000	0.00
0115                          9300.52	6,000.00	1.000	6,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	6,000.00
		0.000	0.00
		0.000	0.00
0116                          W600.03	175.00	7.000	1,225.00
ADJUST VALVE BOX TO GRADE	EACH	7.000	1,225.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	1,480,632.53
		Current	1,480,632.53
		In place	92,655.49
		This Estimate	21,667.84
GROUP 10 GENERAL ITEMS
0117                          0001.08	0.50	83,550.000	41,775.00
BARRICADE, TYPE II	BDAY	83,550.000	41,775.00
		7,213.000	3,606.50
		322.000	161.00
0118                          0001.10	1.50	8,920.000	13,380.00
BARRICADE, TYPE III	BDAY	8,920.000	13,380.00
		4,652.000	6,978.00
		166.000	249.00
0119                          0001.75	1.00	3,300.000	3,300.00
TEMPORARY SIGN DAY	EACH	3,300.000	3,300.00
		16.000	16.00
		6.000	6.00
0120                          0001.90	0.50	28,577.000	14,288.50
SIGN DAY	EACH	28,577.000	14,288.50
		11,169.000	5,584.50
		916.000	458.00
0121                          0001.99	1.00	280.000	280.00
CONTRACTOR FURNISHED SIGN DAY	EACH	280.000	280.00
		0.000	0.00
		0.000	0.00
0122                          0002.30	2.00	750.000	1,500.00
PAVEMENT MARKING REMOVAL	m	750.000	1,500.00
		497.000	994.00
		0.000	0.00
0123                          0002.39	2.50	8,250.000	20,625.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	8,250.000	20,625.00
		9,399.000	23,497.50
		0.000	0.00
0124                          0002.47	1.75	1,200.000	2,100.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	1,200.000	2,100.00
		0.000	0.00
		0.000	0.00
0125                          0003.10	185.00	160.000	29,600.00
FLAGGING	DAY	160.000	29,600.00
		123.000	22,755.00
		10.500	1,942.50
0126                          0003.20	285.00	80.000	22,800.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	80.000	22,800.00
		4.000	1,140.00
		4.000	1,140.00
0127                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		0.000	0.00
		0.000	0.00
0128                          0030.00	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.000	0.00
		0.000	0.00
0129                          9110.01	50.00	200.000	10,000.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	200.000	10,000.00
		0.000	0.00
		0.000	0.00
0130                          9110.02	65.00	40.000	2,600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	40.000	2,600.00
		3.000	195.00
		0.000	0.00
0131                          9110.03	45.00	200.000	9,000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	200.000	9,000.00
		5.000	225.00
		0.000	0.00
0132                          9110.06	50.00	160.000	8,000.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	160.000	8,000.00
		19.000	950.00
		0.000	0.00
0133                          9110.07	40.00	200.000	8,000.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	200.000	8,000.00
		18.000	720.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	198,248.50
		Current	198,248.50
		In place	66,661.50
		This Estimate	3,956.50
Totals for contract		Contracted	5,268,204.49
		Current	5,275,787.49
		In place	1,187,646.03
		This Estimate	98,910.70