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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2252 PAULSEN, INC.
Contract ID:	6275
Estimate Number:	0019
Pay Period End Date:	03.01.2003

Contract Location:
US-83, NORTH PLATTE INTERCHANGE	Estimate Type:	PROG
Contractor:
PAULSEN, INC.	Date Let:	04.18.2002
1116 EAST HWY 30	Date Awarded:	05.01.2002
P O BOX 17	Date Contract Executed:	05.08.2002
	Date Notice to Proceed:	05.08.2002
COZAD NE 69130	Date Work Began:	05.20.2002
Phone:	Date Physical Work Completed:
(308)784-3333	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY

Counties
LINCOLN

Project Number		PCT			Fed State Project Number		Description
61275 000		0.000			EACIM-80-4(123)		GR CONC PAVE CULV SEED GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,261,577.96	$3,280,330.08	$-18,752.12
$3,347,744.28	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$3,261,577.96	$3,280,330.08	$-18,752.12
$3,289,838.98	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
97.43%	Net Earnings	$3,236,577.96	$3,255,330.08	-$18,752.12
	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	$181.16	$181.16	$.00
	Bituminous Adj	$.00	$.00	$.00
	Autopay Adj	$.00	$.00	$.00
	Gasoline Adj	$.00	$.00	$.00
	Other Adj	$.00	$.00	$.00
	Price Adj	$.00	$.00	$.00
	Substandard Item Adj	$.00	$.00	$.00
	Asphalt Adj	$.00	$.00	$.00
	Diesel Fuel Adj	$.00	$.00	$.00
	Petrol Adj	$.00	$.00	$.00
	Total for Adjustments	$181.16	$181.16	$.00
	Payment	$3,236,759.12	$3,255,511.24	-$18,752.12
Project Manager			Div. Head/Dist. Eng.
Morrell, Richard	03.03.2003		Thayer, Gary	03.03.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	03.07.2003
Controller Div. Processed
Burling, Laurie	03.07.2003

		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 3 CONCRETE PAVEMENT
4010                          1020.06	8.925	0.000	0.00
FLEXIBLE POST DELINEATOR	EACH	187.000	1,668.98
RESET		187.000	1,668.98
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	0.00
		Current	1,668.98
		In place	1,668.98
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	100.00	28.000	2,800.00
COVER CROP SEEDING	ACRE	28.000	2,800.00
		0.000	0.00
		0.000	0.00
0002                          L006.50	4,320.00	1.000	4,320.00
TEMPORARY SEEDING	ACRE	1.000	4,320.00
		0.000	0.00
		0.000	0.00
0003                          L020.00	2.00	365.000	730.00
EROSION CONTROL	SY	365.000	730.00
		365.730	731.46
		0.000	0.00
0004                          L020.10	2.00	197.000	394.00
EROSION CONTROL, TYPE HV	SY	197.000	394.00
		195.560	391.12
		0.000	0.00
0005                          L022.13	3.50	706.000	2,471.00
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	LF	706.000	2,471.00
		641.300	2,244.55
		0.000	0.00
0006                          L022.14	3.50	442.000	1,547.00
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	LF	442.000	1,547.00
		265.700	929.95
		0.000	0.00
0007                          0030.10	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		1.000	40,000.00
		0.000	0.00
0008                          1000.00	175.00	15.000	2,625.00
LARGE TREE REMOVAL	EACH	15.000	2,625.00
		2.000	350.00
		0.000	0.00
0009                          1009.00	3,500.00	1.000	3,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	3,500.00
		1.000	3,500.00
		0.000	0.00
0010                          1010.01	3.00	3,418.000	10,254.00
EXCAVATION (ESTABLISHED QUANTITY)	CY	3,418.000	10,254.00
		3,418.000	10,254.00
		0.000	0.00
0011                          1011.00	7.50	1,447.000	10,852.50
WATER	MGAL	1,447.000	10,852.50
		3,457.205	25,929.05
		0.000	0.00
0012                          1021.10	5.50	45.000	247.50
REMOVE DELINEATOR UNITS	EACH	45.000	247.50
		115.000	632.50
		0.000	0.00
0013                          1030.00	5.45	103,365.000	563,339.25
EARTHWORK MEASURED IN EMBANKMENT	CY	103,365.000	563,339.25
		103,365.000	563,339.25
		0.000	0.00
0014                          1041.00	0.42	72,290.000	30,361.80
SALVAGING AND PLACING TOPSOIL	SY	72,290.000	30,361.80
		117,694.420	49,431.66
		0.000	0.00
0015                          1101.00	3.50	22,975.000	80,412.50
REMOVE PAVEMENT	SY	22,475.000	78,662.50
		23,437.174	82,030.11
		0.000	0.00
0016                          1101.25	2.50	2,257.000	5,642.50
SAWING PAVEMENT	LF	2,257.000	5,642.50
		4,041.200	10,103.00
		0.000	0.00
0017                          1109.00	5.00	267.000	1,335.00
REMOVE CURB	LF	267.000	1,335.00
		253.000	1,265.00
		0.000	0.00
0018                          1110.99	5.00	779.500	3,897.50
REMOVE AND SALVAGE FENCE	LF	779.500	3,897.50
		678.000	3,390.00
		0.000	0.00
0019                          1122.01	4.00	445.000	1,780.00
REMOVE CONCRETE MEDIAN SURFACING	SY	155.000	620.00
		256.373	1,025.49
		0.000	0.00
0020                          7017.00	4.00	557.200	2,228.80
REMOVE GUARDRAIL	LF	557.200	2,228.80
		750.000	3,000.00
		0.000	0.00
GROUP 1 GRADING		Contracted	768,738.35
		Current	765,828.35
		In place	798,547.14
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0021                          0030.30	63,000.00	1.000	63,000.00
MOBILIZATION	LS	1.000	63,000.00
		1.000	63,000.00
		0.000	0.00
0022                          1020.06	40.00	250.000	10,000.00
FLEXIBLE POST DELINEATOR	EACH	250.000	10,000.00
		360.000	14,400.00
		0.000	0.00
0023                          3008.05	4.00	335.000	1,340.00
TIE BARS	EACH	335.000	1,340.00
		327.000	1,308.00
		0.000	0.00
0024                          3012.04	20.00	840.000	16,800.00
CONCRETE 47B-3500 MEDIAN CURB	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0025                          3017.40	24.00	841.000	20,184.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING	SY	841.000	20,184.00
		599.804	14,395.30
		0.000	0.00
0026                          3075.32	23.00	644.000	14,812.00
8" CONCRETE PAVEMENT, CLASS 47B-3500	SY	644.000	14,812.00
		561.532	12,915.24
		0.000	0.00
0027                          3075.52	25.00	14,025.000	350,625.00
10" CONCRETE PAVEMENT, CLASS 47B-3500	SY	13,897.000	347,425.00
		14,306.075	357,651.89
		-674.418	-16,860.45
0028                          3075.56	27.50	26,928.000	740,520.00
10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500	SY	26,928.000	740,520.00
		27,343.487	751,945.91
		0.000	0.00
0029                          3089.25	29.00	2,524.000	73,196.00
TEMPORARY SURFACING	SY	2,524.000	73,196.00
8"		1,714.472	49,719.68
		0.000	0.00
0030                          3300.65	65.00	21.000	1,365.00
CONCRETE PAVEMENT THICKNESS CORE	EACH	21.000	1,365.00
		0.000	0.00
		0.000	0.00
0031                          6010.40	180.00	45.600	8,208.00
CLASS 47BD-4000 CONCRETE FOR BARRIER	CY	45.600	8,208.00
		45.600	8,208.00
		0.000	0.00
0032                          6131.61	1.20	4,868.000	5,841.60
EPOXY COATED REINFORCING STEEL FOR BARRIER	LB	4,868.000	5,841.60
		4,868.000	5,841.60
		0.000	0.00
0033                          7502.04	2.00	29,000.000	58,000.00
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	29,000.000	58,000.00
		0.000	0.00
		0.000	0.00
0034                          7503.04	2.00	20,000.000	40,000.00
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	LF	20,000.000	40,000.00
		0.000	0.00
		0.000	0.00
0035                          7508.04	6.00	5,500.000	33,000.00
12" WHITE PREFORMED PAVEMENT MARKING, TYPE 4	LF	5,500.000	33,000.00
		0.000	0.00
		0.000	0.00
0036                          8029.86	2.30	40,953.000	94,191.90
BITUMINOUS FOUNDATION COURSE 6"	SY	40,953.000	94,191.90
		41,649.562	95,794.01
		-674.418	-1,551.16
0037                          9111.00	7.25	192.000	1,392.00
WATER	MGAL	192.000	1,392.00
		459.162	3,328.93
		0.000	0.00
0038                          9170.00	88.00	266.590	23,459.92
EARTH SHOULDER CONSTRUCTION	STA	266.590	23,459.92
		267.370	23,528.56
		0.000	0.00
0039                          9173.20	0.60	41,597.000	24,958.20
SUBGRADE PREPARATION	SY	41,597.000	24,958.20
		42,211.094	25,326.65
		-641.003	-384.60
0040                          9188.50	19.00	397.000	7,543.00
SURFACING UNDER GUARDRAIL	SY	397.000	7,543.00
		469.760	8,925.44
		0.000	0.00
4004                          9179.57	1.953	0.000	0.00
COLD MILLING, CLASS 4	SY	12,930.000	25,252.29
		12,159.679	23,747.85
		0.000	0.00
4007                          0003.49	4.10	0.000	0.00
REMOVE CONCRETE PROTECTION BARRIER	LF	1,590.000	6,519.00
		1,590.000	6,519.00
		0.000	0.00
4008                          3011.25	7.85	0.000	0.00
CONCRETE CLASS 47B-3500 CURB TYPE II	LF	840.000	6,594.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	1,588,436.62
		Current	1,606,801.91
		In place	1,466,556.06
		This Estimate	-18,796.21
GROUP 4 CULVERTS
0041                          P070.18	27.00	48.000	1,296.00
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	48.000	1,296.00
		42.000	1,134.00
		0.000	0.00
0042                          P070.24	31.00	48.000	1,488.00
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	LF	48.000	1,488.00
		48.000	1,488.00
		0.000	0.00
0043                          P120.18	30.00	51.000	1,530.00
18" CULVERT PIPE, TYPE 2	LF	51.000	1,530.00
		56.000	1,680.00
		0.000	0.00
0044                          P120.24	55.00	7.000	385.00
24" CULVERT PIPE, TYPE 2	LF	7.000	385.00
		0.000	0.00
		0.000	0.00
0045                          P120.30	59.00	203.000	11,977.00
30" CULVERT PIPE, TYPE 2	LF	203.000	11,977.00
		205.000	12,095.00
		0.000	0.00
0046                          P120.48	110.00	288.000	31,680.00
48" CULVERT PIPE, TYPE 2	LF	288.000	31,680.00
		344.000	37,840.00
		0.000	0.00
0047                          P127.48	145.00	438.000	63,510.00
48" ROUND EQUIVALENT CULVERT PIPE, TYPE 2	LF	438.000	63,510.00
		440.000	63,800.00
		0.000	0.00
0048                          P128.48	95.00	188.000	17,860.00
48" CULVERT PIPE, TYPE 2 CLASS IV	LF	188.000	17,860.00
		188.000	17,860.00
		0.000	0.00
0049                          P200.48	85.00	132.000	11,220.00
48" CULVERT PIPE, TYPE 2 OR 5	LF	132.000	11,220.00
		140.000	11,900.00
		0.000	0.00
0050                          P400.18	27.00	840.000	22,680.00
18" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	840.000	22,680.00
		836.800	22,593.60
		0.000	0.00
0051                          P400.24	32.00	237.000	7,584.00
24" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	237.000	7,584.00
		238.000	7,616.00
		0.000	0.00
0052                          P400.36	53.00	119.000	6,307.00
36" CULVERT PIPE, TYPE 2,5,7 OR 8	LF	119.000	6,307.00
		120.500	6,386.50
		0.000	0.00
0053                          P402.15	20.00	227.000	4,540.00
15" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	227.000	4,540.00
		333.000	6,660.00
		0.000	0.00
0054                          P402.18	25.00	195.000	4,875.00
18" CULVERT PIPE, TYPE 3,4,5 OR 6	LF	195.000	4,875.00
		199.000	4,975.00
		0.000	0.00
0055                          0030.40	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00
0056                          1119.00	190.00	2.000	380.00
REMOVE INLET	EACH	2.000	380.00
		2.000	380.00
		0.000	0.00
0057                          4002.00	2.00	875.000	1,750.00
CAST IRON COVER AND FRAME	LB	875.000	1,750.00
		1,250.000	2,500.00
		0.000	0.00
0058                          4004.50	1.50	7,065.000	10,597.50
CAST IRON GRATE AND FRAME	LB	7,065.000	10,597.50
		7,065.000	10,597.50
		0.000	0.00
0059                          4016.00	3,500.00	1.000	3,500.00
MANHOLE	EACH	1.000	3,500.00
AT STA. 530+83 - 62' LT.		1.000	3,500.00
		0.000	0.00
0060                          4018.00	450.00	2.000	900.00
TAPPING EXISTING STRUCTURE	EACH	2.000	900.00
		2.000	900.00
		0.000	0.00
0061                          4032.00	27.00	16.000	432.00
RELAYING REINFORCED CONCRETE PIPE	LF	16.000	432.00
		15.740	424.98
		0.000	0.00
0062                          4035.00	190.00	3.000	570.00
REMOVE FLARED-END SECTION	EACH	3.000	570.00
		3.000	570.00
		0.000	0.00
0063                          4035.25	250.00	4.000	1,000.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	4.000	1,000.00
		3.000	750.00
		0.000	0.00
0064                          4043.00	9.00	16.000	144.00
REMOVE CULVERT PIPE	LF	16.000	144.00
		57.740	519.66
		0.000	0.00
0065                          4044.00	1,200.00	1.000	1,200.00
PREPARATION OF STRUCTURE	EACH	1.000	1,200.00
AT STA. 104+80.83		1.000	1,200.00
		0.000	0.00
0066                          4044.01	2,800.00	1.000	2,800.00
PREPARATION OF STRUCTURE	EACH	1.000	2,800.00
AT STA. 208+90.23		1.000	2,800.00
		0.000	0.00
0067                          4044.02	1,300.00	1.000	1,300.00
PREPARATION OF STRUCTURE	EACH	1.000	1,300.00
AT STA. 312+05.14		1.000	1,300.00
		0.000	0.00
0068                          4044.03	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 405+82.42		1.000	2,500.00
		0.000	0.00
0069                          4050.01	10.00	1,334.000	13,340.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	CY	1,334.000	13,340.00
		1,334.000	13,340.00
		0.000	0.00
0070                          4051.01	11.00	133.000	1,463.00
EXCAVATION FOR BOX CULVERTS	CY	133.000	1,463.00
		133.000	1,463.00
		0.000	0.00
0071                          4101.06	375.00	165.290	61,983.75
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	165.290	61,983.75
		173.384	65,019.00
		0.000	0.00
0072                          4105.59	630.00	34.210	21,552.30
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX	CY	34.210	21,552.30
		40.610	25,584.30
		0.000	0.00
0073                          4107.07	750.00	3.720	2,790.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS	CY	3.720	2,790.00
		4.848	3,636.00
		0.000	0.00
0074                          4120.06	800.00	2.360	1,888.00
CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG	CY	2.360	1,888.00
		2.360	1,888.00
		0.000	0.00
0075                          4130.06	800.00	0.180	144.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG	CY	0.180	144.00
		0.290	232.00
		0.000	0.00
0076                          4151.00	0.75	15,448.000	11,586.00
REINFORCING STEEL FOR BOX CULVERT	LB	15,448.000	11,586.00
		16,011.000	12,008.25
		0.000	0.00
0077                          4155.50	1.00	2,133.000	2,133.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	LB	2,133.000	2,133.00
		2,475.000	2,475.00
		0.000	0.00
0078                          4157.00	1.00	219.000	219.00
REINFORCING STEEL FOR COLLARS	LB	219.000	219.00
		313.200	313.20
		0.000	0.00
0079                          4310.15	185.00	6.000	1,110.00
15" FLARED-END SECTION	EACH	6.000	1,110.00
		9.000	1,665.00
		0.000	0.00
0080                          4310.18	200.00	13.000	2,600.00
18" FLARED-END SECTION	EACH	13.000	2,600.00
		13.000	2,600.00
		0.000	0.00
0081                          4310.24	400.00	3.000	1,200.00
24" FLARED-END SECTION	EACH	3.000	1,200.00
		3.000	1,200.00
		0.000	0.00
0082                          4310.36	500.00	2.000	1,000.00
36" FLARED-END SECTION	EACH	2.000	1,000.00
		2.000	1,000.00
		0.000	0.00
0083                          4310.48	1,000.00	8.000	8,000.00
48" FLARED-END SECTION	EACH	8.000	8,000.00
		8.000	8,000.00
		0.000	0.00
0084                          4330.48	2,200.00	4.000	8,800.00
48" ROUND EQUIVALENT SAFETY SLOPED END SECTION	EACH	4.000	8,800.00
		0.000	0.00
		0.000	0.00
0085                          4461.18	400.00	1.000	400.00
INSTALL 18" CONCRETE FLARED-END SECTION	EACH	1.000	400.00
		1.000	400.00
		0.000	0.00
0086                          4461.24	500.00	1.000	500.00
INSTALL 24" CONCRETE FLARED-END SECTION	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00
0087                          4461.30	600.00	2.000	1,200.00
INSTALL 30" CONCRETE FLARED-END SECTION	EACH	2.000	1,200.00
		2.000	1,200.00
		0.000	0.00
0088                          4880.48	360.00	188.000	67,680.00
JACKING 48" CULVERT PIPE, TYPE 2 CLASS IV	LF	188.000	67,680.00
		188.000	67,680.00
		0.000	0.00
4000                          3089.80	59.85	0.000	0.00
FLOWABLE FILL CONCRETE	CY	25.500	1,526.18
		25.500	1,526.18
		0.000	0.00
4001                          W900.02	1,134.00	0.000	0.00
RESTOCKING	LS	1.000	1,134.00
4 - SAFETY SLOPED END SECTIONS		1.000	1,134.00
		0.000	0.00
4002                          4150.00	0.735	0.000	0.00
REINFORCING STEEL FOR HEADWALL	LB	2,110.000	1,550.85
		2,110.000	1,550.85
		0.000	0.00
4003                          4101.06	674.625	0.000	0.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT	CY	16.200	10,928.93
		16.200	10,928.93
		0.000	0.00
GROUP 4 CULVERTS		Contracted	431,594.55
		Current	446,734.50
		In place	457,313.95
		This Estimate	0.00
GROUP 5 SEEDING
0089                          L001.02	580.00	28.000	16,240.00
SEEDING, TYPE B	ACRE	28.000	16,240.00
		35.400	20,532.00
		0.000	0.00
0090                          L020.07	4.00	1,040.000	4,160.00
EROSION CONTROL, TYPE B-1	SY	1,040.000	4,160.00
		3,027.590	12,110.36
		0.000	0.00
0091                          L032.75	85.00	56.000	4,760.00
MULCH	TON	56.000	4,760.00
		70.800	6,018.00
		0.000	0.00
0092                          0030.50	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	26,360.00
		Current	26,360.00
		In place	39,860.36
		This Estimate	0.00
GROUP 7 GUARDRAIL
0093                          0030.70	1,200.00	1.000	1,200.00
MOBILIZATION	LS	1.000	1,200.00
		0.850	1,020.00
		0.000	0.00
0094                          7011.20	13.00	200.000	2,600.00
W-BEAM GUARDRAIL	LF	200.000	2,600.00
		200.000	2,600.00
		0.000	0.00
0095                          7020.00	1,400.00	2.000	2,800.00
BRIDGE APPROACH SECTIONS	EACH	2.000	2,800.00
		2.000	2,800.00
		0.000	0.00
0096                          7024.27	1,800.00	2.000	3,600.00
GUARDRAIL END TREATMENT, TYPE II	EACH	2.000	3,600.00
		2.000	3,600.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	10,200.00
		Current	10,200.00
		In place	10,020.00
		This Estimate	0.00
GROUP 7B FENCE
0097                          0030.71	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0098                          7110.04	6.00	781.000	4,686.00
4 FOOT CHAIN-LINK FENCE	LF	0.000	0.00
		0.000	0.00
		0.000	0.00
0099                          7116.04	225.00	2.000	450.00
CORNER POST FOR 4 FOOT CHAIN-LINK FENCE	EACH	0.000	0.00
		0.000	0.00
		0.000	0.00
4011                          7110.05	6.819	0.000	0.00
5 FOOT CHAIN-LINK FENCE	LF	781.000	5,325.64
		305.400	2,082.52
		0.000	0.00
4012                          W900.02	220.00	0.000	0.00
RESTOCKING	LS	1.000	220.00
4' CHAIN-LINK FENCE		1.000	220.00
		0.000	0.00
4013                          7116.05	250.00	0.000	0.00
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE	EACH	2.000	500.00
		5.000	1,250.00
		0.000	0.00
GROUP 7B FENCE		Contracted	5,636.00
		Current	6,545.64
		In place	3,552.52
		This Estimate	0.00
GROUP 8B ELECTRICAL
0100                          A001.12	275.00	2.000	550.00
PULL BOX, TYPE PB-5	EACH	2.000	550.00
		3.000	825.00
		0.000	0.00
0101                          A001.16	550.00	7.000	3,850.00
PULL BOX, TYPE PB-6	EACH	8.000	4,400.00
		12.000	6,600.00
		0.000	0.00
0102                          A018.81	4,000.00	2.000	8,000.00
FOUNDATION DESIGN	EACH	2.000	8,000.00
		2.000	8,000.00
		0.000	0.00
0103                          A018.82	325.00	15.000	4,875.00
CONCRETE FOR FOUNDATION	CY	15.000	4,875.00
		58.800	19,110.00
		0.000	0.00
0104                          A018.83	0.50	1,192.000	596.00
REINFORCING STEEL	LB	1,192.000	596.00
		2,710.520	1,355.26
		0.000	0.00
0105                          A018.86	1,100.00	2.000	2,200.00
ANCHOR BOLT CAGE	EACH	2.000	2,200.00
		2.000	2,200.00
		0.000	0.00
0106                          A070.14	3.00	2,376.000	7,128.00
2-INCH CONDUIT IN TRENCH	LF	2,376.000	7,128.00
		3,383.000	10,149.00
		0.000	0.00
0107                          A072.14	3.00	90.000	270.00
2-INCH CONDUIT UNDER ROADWAY	LF	90.000	270.00
		150.000	450.00
		0.000	0.00
0108                          A074.14	15.00	120.000	1,800.00
2-INCH CONDUIT, JACKED	LF	120.000	1,800.00
		127.000	1,905.00
		0.000	0.00
0109                          A080.10	1.00	7,288.000	7,288.00
STREET LIGHTING CABLE, NO. 2 USE	LF	7,288.000	7,288.00
		9,660.000	9,660.00
		0.000	0.00
0110                          A080.22	0.50	2,586.000	1,293.00
STREET LIGHTING CABLE, NO. 6 BARE	LF	2,586.000	1,293.00
		3,810.000	1,905.00
		0.000	0.00
0111                          A704.00	6,500.00	2.000	13,000.00
RELOCATE HIGH MAST LIGHTING UNIT	EACH	2.000	13,000.00
		2.000	13,000.00
		0.000	0.00
0112                          0030.81	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		0.855	6,840.00
		0.000	0.00
0113                          6210.12	20.00	384.000	7,680.00
HP 10"X42# STEEL PILING	LF	384.000	7,680.00
		309.840	6,196.80
		0.000	0.00
4005                          A704.00	856.80	0.000	0.00
RELOCATE HIGH MAST LIGHTING UNIT	EACH	1.000	856.80
NO. 12		1.000	856.80
		0.000	0.00
4006                          1136.01	425.00	0.000	0.00
REMOVE	EACH	1.000	425.00
EXISTING PULL BOX		0.000	0.00
		0.000	0.00
4014                          A080.24	0.80	0.000	0.00
STREET LIGHTING CABLE, NO. 6 USE	LF	1,180.000	944.00
		1,180.000	944.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	66,530.00
		Current	69,305.80
		In place	89,996.86
		This Estimate	0.00
GROUP 8C SIGNING
0114                          A001.16	550.00	4.000	2,200.00
PULL BOX, TYPE PB-6	EACH	4.000	2,200.00
		4.000	2,200.00
		0.000	0.00
0115                          A010.08	550.00	8.000	4,400.00
LUMINAIRE, TYPE HPS-150	EACH	8.000	4,400.00
		8.000	4,400.00
		0.000	0.00
0116                          A070.10	2.50	925.000	2,312.50
1 1/2-INCH CONDUIT IN TRENCH	LF	925.000	2,312.50
		953.000	2,382.50
		0.000	0.00
0117                          A080.22	0.50	1,850.000	925.00
STREET LIGHTING CABLE, NO. 6 BARE	LF	1,850.000	925.00
		953.000	476.50
		0.000	0.00
0118                          A080.24	0.80	975.000	780.00
STREET LIGHTING CABLE, NO. 6 USE	LF	975.000	780.00
		1,906.000	1,524.80
		0.000	0.00
0119                          0030.80	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0120                          7308.10	1,300.00	9.000	11,700.00
REMOVE SIGN	EACH	9.000	11,700.00
POSTS AND FOOTINGS		10.000	13,000.00
		0.000	0.00
0121                          7312.00	27,000.00	1.000	27,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	27,000.00
NO. 3		1.000	27,000.00
		0.000	0.00
0122                          7312.01	27,000.00	1.000	27,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	27,000.00
NO. 5		1.000	27,000.00
		0.000	0.00
0123                          7312.02	27,000.00	1.000	27,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	27,000.00
NO. 7		1.000	27,000.00
		0.000	0.00
0124                          7312.03	27,000.00	1.000	27,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	27,000.00
NO. 8		1.000	27,000.00
		0.000	0.00
0125                          7312.04	26,000.00	1.000	26,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	26,000.00
NO. 10		1.000	26,000.00
		0.000	0.00
0126                          7312.05	25,000.00	1.000	25,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	25,000.00
NO. 12		1.000	25,000.00
		0.000	0.00
0127                          7322.01	160.00	203.556	32,568.96
TYPE B SIGN	SY	232.222	37,155.52
		222.886	35,661.76
		0.000	0.00
0128                          7340.00	4.00	3,720.000	14,880.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	LB	3,720.000	14,880.00
		2,700.000	10,800.00
		0.000	0.00
0129                          7360.24	500.00	12.000	6,000.00
24" SIGN SUPPORT FOOTING	EACH	12.000	6,000.00
		12.000	6,000.00
		0.000	0.00
0130                          7360.30	700.00	4.000	2,800.00
30" SIGN SUPPORT FOOTING	EACH	4.000	2,800.00
		4.000	2,800.00
		0.000	0.00
4009                          7315.95	17,369.10	0.000	0.00
OVERHEAD SIGNS	LS	1.000	17,369.10
NO. 5 & 10 REVISED		1.000	17,369.10
		0.000	0.00
GROUP 8C SIGNING		Contracted	257,566.46
		Current	279,522.12
		In place	275,614.66
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0131                          0001.08	0.90	6,500.000	5,850.00
BARRICADE, TYPE II	BDAY	6,500.000	5,850.00
		17,589.000	15,830.10
		49.000	44.10
0132                          0001.10	2.00	780.000	1,560.00
BARRICADE, TYPE III	BDAY	780.000	1,560.00
		5,523.000	11,046.00
		0.000	0.00
0133                          0001.30	1.00	780.000	780.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	780.000	780.00
		664.000	664.00
		0.000	0.00
0134                          0001.75	6.00	1,820.000	10,920.00
TEMPORARY SIGN DAY	EACH	1,820.000	10,920.00
		112.000	672.00
		0.000	0.00
0135                          0001.90	0.60	5,070.000	3,042.00
SIGN DAY	EACH	5,070.000	3,042.00
		22,037.000	13,222.20
		0.000	0.00
0136                          0002.30	0.40	10,000.000	4,000.00
PAVEMENT MARKING REMOVAL	LF	10,000.000	4,000.00
		7,326.500	2,930.60
		0.000	0.00
0137                          0002.31	0.50	25,000.000	12,500.00
TEMPORARY PAVEMENT MARKING	LF	25,000.000	12,500.00
		22,564.800	11,282.40
		0.000	0.00
0138                          0002.61	40.00	125.000	5,000.00
PLOWABLE PAVEMENT MARKER	EACH	125.000	5,000.00
		0.000	0.00
		0.000	0.00
0139                          0002.97	35.00	230.000	8,050.00
FLASHING ARROW PANEL	DAY	230.000	8,050.00
		15.000	525.00
		0.000	0.00
0140                          0003.10	150.00	140.000	21,000.00
FLAGGING	DAY	140.000	21,000.00
		36.000	5,400.00
		0.000	0.00
0141                          0005.10	65.00	195.000	12,675.00
TRAFFIC CONTROL MANAGEMENT	DAY	195.000	12,675.00
		175.000	11,375.00
		0.000	0.00
0142                          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
0143                          0030.00	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0144                          1017.50	40,000.00	1.000	40,000.00
CONSTRUCTION STAKING AND SURVEYING	LS	1.000	40,000.00
		0.950	38,000.00
		0.000	0.00
0145                          9110.01	55.00	10.000	550.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	550.00
		0.000	0.00
		0.000	0.00
0146                          9110.03	55.00	10.000	550.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	550.00
		0.000	0.00
		0.000	0.00
0147                          9110.06	55.00	10.000	550.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	10.000	550.00
		0.000	0.00
		0.000	0.00
0148                          9110.07	25.00	10.000	250.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	250.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	134,777.00
		Current	134,777.00
		In place	118,447.30
		This Estimate	44.10
Totals for contract		Contracted	3,289,838.98
		Current	3,347,744.29
		In place	3,261,577.83
		This Estimate	-18,752.11