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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	2207 UNITED CONTRACTORS, INC.
Contract ID:	1121
Estimate Number:	0024
Pay Period End Date:	04.20.2002

Contract Location:
BNSF IN BEATRICE	Estimate Type:	PROG
Contractor:
UNITED CONTRACTORS, INC.	Date Let:	10.19.2000
6678 NW 62ND AVE	Date Awarded:	11.03.2000
PO BOX 347	Date Contract Executed:	11.13.2000
	Date Notice to Proceed:	11.13.2000
JOHNSTON IA 50131	Date Work Began:	03.12.2001
Phone:	Date Physical Work Completed:
(515)276-6162	Date Accepted:
Escrow Agent:
Surety Co:
UNITED FIRE & CASUALTY COMPANY

Counties
GAGE

Project Number		PCT			Fed State Project Number		Description
11121 000		0.000			EACBR-EACNH-77-1(115)		GR CONC PAVE CULV BR GDRL ELEC

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,377,287.24	$3,369,108.30	$8,178.94
$3,326,453.84	Stockpiled Materials	$-.01	$-.01	$.00
Original Contract Amt	Gross Earnings	$3,377,287.23	$3,369,108.29	$8,178.94
$3,279,284.06	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.53%	Net Earnings	$3,352,287.23	$3,344,108.29	$8,178.94
	Liquidated Damages	-$9,840.00	-$8,200.00	-$1,640.00
	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	$-441.98	$-441.98	$.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	-$10,281.98	-$8,641.98	-$1,640.00
	Payment	$3,342,005.25	$3,335,466.31	$6,538.94
Project Manager			Div. Head/Dist. Eng.
Kuper, Melvin	04.22.2002		Sklenar, Michael J	04.22.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.22.2002
Controller Div. Processed
Burling, Laurie	04.22.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	43,618.06	33449
		Concrete Face Panels
		Total for estimate 0001:	43,618.06
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-929.78	33449
		Concrete Face Panels
		S.P. Initial Payment	43,618.06	33656
		Concrete Face Panels
		S.P. Initial Payment	2,764.76	33756
		Concrete Face Panels
		S.P. Initial Payment	0.00	33672
		Steel Re Strips
		S.P. Adjustment	0.00	33672
		Steel Re Strips
		Total for estimate 0003:	45,453.04
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-18,994.12	33449
		Concrete Face Panels
		S.P. Adjustment	0.00	33672
		Steel Re Strips
		Total for estimate 0004:	-18,994.12
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-15,939.12	33449
		Concrete Face Panels
		S.P. Adjustment	0.00	33672
		Steel Re Strips
		Total for estimate 0005:	-15,939.12
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-5,313.04	33449
		Concrete Face Panels
		S.P. Adjustment	0.00	33672
		Steel Re Strips
0107	6071.11	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	47,346.00	85946
		Steel Superstructure
		Total for estimate 0006:	42,032.96
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-2,442.01	33449
		Concrete Face Panels
		S.P. Adjustment	-13,750.49	33656
		Concrete Face Panels
		S.P. Adjustment	0.00	33672
		Steel Re Strips
		Total for estimate 0007:	-16,192.50
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-29,867.57	33656
		Concrete Face Panels
		S.P. Adjustment	-2,764.76	33756
		Concrete Face Panels
		S.P. Adjustment	0.00	33672
		Steel Re Strips
		Total for estimate 0008:	-32,632.33
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0107	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-4,734.60	85946
		Steel Superstructure
		S.P. Initial Payment	417,579.00	87036
		Steel Superstructure
		S.P. Adjustment	-41,757.90	87036
		Steel Superstructure
		Total for estimate 0010:	371,086.50
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0107	6071.11	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-42,611.40	85946
		Steel Superstructure
		S.P. Adjustment	-375,821.10	87036
		Steel Superstructure
		Total for estimate 0011:	-418,432.50
		Total remaining for contract:	-0.01

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001                          L020.00	1.49	1,506.000	2,243.94
EROSION CONTROL	m2	1,506.000	2,243.94
		-0.400	-0.59
		0.000	0.00
0002                          L020.01	6.80	454.300	3,089.24
EROSION CONTROL, TYPE A	m2	454.300	3,089.24
		0.000	0.00
		0.000	0.00
0003                          L020.09	13.50	66.000	891.00
EROSION CONTROL, TYPE AAA	m2	66.000	891.00
		0.000	0.00
		0.000	0.00
0004                          L020.10	1.68	688.500	1,156.68
EROSION CONTROL, TYPE HV	m2	688.500	1,156.68
		8,277.872	13,906.82
		0.000	0.00
0005                          L021.01	24.00	54.000	1,296.00
EROSION CHECKS, TYPE A	BALE	54.000	1,296.00
		0.000	0.00
		0.000	0.00
0006                          L022.13	9.10	54.000	491.40
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	54.000	491.40
		0.000	0.00
		0.000	0.00
0007                          L022.14	9.48	1,029.700	9,761.56
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	1,029.700	9,761.56
		393.801	3,733.23
		0.000	0.00
0008                          0030.10	12,000.00	1.000	12,000.00
MOBILIZATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00
0009                          1009.00	6,000.00	1.000	6,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00
0010                          1010.00	1.83	3,493.000	6,392.19
EXCAVATION	m3	3,493.000	6,392.19
		3,493.000	6,392.19
		0.000	0.00
0011                          1010.10	3.28	48,465.000	158,965.20
EXCAVATION, BORROW	m3	48,465.000	158,965.20
		25,800.000	84,624.00
		0.000	0.00
0012                          1011.00	4.00	520.000	2,080.00
WATER	kL	520.000	2,080.00
		0.000	0.00
		0.000	0.00
0013                          1101.00	3.63	8,363.000	30,357.69
REMOVE PAVEMENT	m2	8,363.000	30,357.69
		8,452.000	30,680.76
		0.000	0.00
0014                          1101.25	8.20	100.000	820.00
SAWING PAVEMENT	m	100.000	820.00
		255.540	2,095.43
		0.000	0.00
0015                          1102.00	4.65	4,073.000	18,939.45
REMOVE ASPHALT SURFACE	m2	4,073.000	18,939.45
		4,073.000	18,939.45
		0.000	0.00
0016                          1107.00	6.00	258.000	1,548.00
REMOVE WALK	m2	258.000	1,548.00
		344.000	2,064.00
		0.000	0.00
0017                          1114.10	300.00	19.000	5,700.00
REMOVE RETAINING WALL	m	19.000	5,700.00
		19.000	5,700.00
		0.000	0.00
0018                          1122.87	50.00	3.000	150.00
REMOVE GABION	EACH	3.000	150.00
		3.000	150.00
		0.000	0.00
0019                          1124.00	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 34+80 LT.		0.000	0.00
		0.000	0.00
0020                          1124.01	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 37+75 RT.		0.000	0.00
		0.000	0.00
0021                          1125.00	150.00	1.000	150.00
CLEAR TRACT	EACH	1.000	150.00
AT STA. 34+73 TO 34+90 LT.		0.000	0.00
		0.000	0.00
0022                          1125.01	150.00	1.000	150.00
CLEAR TRACT	EACH	1.000	150.00
AT STA. 37+60 TO 37+90 RT.		0.000	0.00
		0.000	0.00
0023                          1701.24	48.89	135.000	6,600.15
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	135.000	6,600.15
		102.500	5,011.23
		0.000	0.00
0024                          1706.24	100.00	34.000	3,400.00
600 mm ROUND EQUIVALENT DRIVEWAY CULVERT PIPE, TYPE 2	m	34.000	3,400.00
		34.000	3,400.00
		0.000	0.00
0025                          6105.02	31.00	62.400	1,934.40
ROCK RIPRAP, TYPE B	Mg	62.400	1,934.40
		0.000	0.00
		0.000	0.00
0026                          7017.00	11.50	106.500	1,224.75
REMOVE GUARDRAIL	m	106.500	1,224.75
		106.500	1,224.75
		0.000	0.00
0027                          9110.01	50.00	35.000	1,750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	35.000	1,750.00
		0.000	0.00
		0.000	0.00
0028                          9110.03	50.00	35.000	1,750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	35.000	1,750.00
		0.000	0.00
		0.000	0.00
0029                          9110.07	50.00	35.000	1,750.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	35.000	1,750.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	281,591.65
		Current	281,591.65
		In place	195,921.27
		This Estimate	0.00
GROUP 1A MSE WALLS
0030                          0030.10	13,500.00	1.000	13,500.00
MOBILIZATION	LS	1.000	13,500.00
		1.000	13,500.00
		0.000	0.00
0031                          4095.00	157.00	1,042.100	163,609.70
CONCRETE FACE PANELS	m2	1,042.100	163,609.70
		1,042.100	163,609.70
		0.000	0.00
0032                          4095.10	30.00	194.500	5,835.00
CONCRETE LEVELING PADS	m	194.500	5,835.00
		194.500	5,835.00
		0.000	0.00
0033                          4095.20	175.00	203.700	35,647.50
COPING	m	203.700	35,647.50
		203.700	35,647.50
		0.000	0.00
0034                          4350.18	30.00	174.900	5,247.00
450 mm CORRUGATED METAL PIPE	m	174.900	5,247.00
		174.900	5,247.00
		0.000	0.00
0035                          7110.04	28.00	203.100	5,686.80
1.2 METER CHAIN-LINK FENCE	m	203.100	5,686.80
		203.100	5,686.80
		0.000	0.00
0036                          7115.04	95.00	4.000	380.00
END POST FOR 1.2 METER CHAIN-LINK FENCE	EACH	4.000	380.00
		4.000	380.00
		0.000	0.00
0037                          7116.04	115.00	1.000	115.00
CORNER POST FOR 1.2 METER CHAIN-LINK FENCE	EACH	1.000	115.00
		1.000	115.00
		0.000	0.00
0038                          7117.04	115.00	7.000	805.00
PULL POST FOR 1.2 METER CHAIN-LINK FENCE	EACH	7.000	805.00
		7.000	805.00
		0.000	0.00
0039                          8024.75	25.00	4,644.000	116,100.00
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	4,644.000	116,100.00
		4,644.000	116,100.00
		0.000	0.00
GROUP 1A MSE WALLS		Contracted	346,926.00
		Current	346,926.00
		In place	346,926.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0040                          L001.02	3,500.00	1.490	5,215.00
SEEDING, TYPE B	ha	1.490	5,215.00
		1.967	6,884.50
		1.967	6,884.50
0041                          L010.00	6.00	3,392.000	20,352.00
SODDING	m2	3,392.000	20,352.00
		3,954.100	23,724.60
		0.000	0.00
0042                          L032.80	100.00	3.400	340.00
HYDROMULCH	Mg	3.400	340.00
		5.307	530.70
		5.307	530.70
0043                          0030.30	21,500.00	1.000	21,500.00
MOBILIZATION	LS	1.000	21,500.00
		1.000	21,500.00
		0.000	0.00
0044                          2001.03	19.50	124.960	2,436.72
GRAVEL SURFACE COURSE	Mg	124.960	2,436.72
		0.000	0.00
		0.000	0.00
0045                          2010.03	26.45	85.200	2,253.54
CRUSHED ROCK SURFACE COURSE	Mg	85.200	2,253.54
		346.017	9,152.15
		16.285	430.74
0046                          2020.50	31.35	2,192.000	68,719.20
SURFACING	m2	2,192.000	68,719.20
150 mm		1,934.452	60,645.07
		0.000	0.00
0047                          3016.21	28.90	554.000	16,010.60
CONCRETE CLASS 47B-20 SIDEWALKS	m2	554.000	16,010.60
		608.277	17,579.21
		-19.900	-575.11
0048                          3016.23	34.30	72.000	2,469.60
150 mm CONCRETE CLASS 47B-20 SIDEWALKS	m2	72.000	2,469.60
		69.523	2,384.64
		0.000	0.00
0049                          3020.26	38.15	1,174.000	44,788.10
CONCRETE CLASS 47B-25 DRIVEWAY	m2	1,174.000	44,788.10
		640.774	24,445.52
		0.000	0.00
0050                          3075.31	39.75	1,046.000	41,578.50
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,046.000	41,578.50
		1,135.806	45,148.29
		0.000	0.00
0051                          3075.45	40.85	12,166.000	496,981.10
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	12,166.000	496,981.10
		13,344.446	545,120.63
		-0.100	-4.09
0052                          7502.04	6.25	1,225.000	7,656.25
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	1,225.000	7,656.25
		1,250.000	7,812.50
		0.000	0.00
0053                          7503.04	6.25	1,700.000	10,625.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	1,700.000	10,625.00
		1,694.000	10,587.50
		0.000	0.00
0054                          8029.04	4.90	13,212.000	64,738.80
AGGREGATE FOUNDATION COURSE 100 mm	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0055                          9111.00	2.50	248.000	620.00
WATER	kL	248.000	620.00
		64.345	160.87
		0.000	0.00
0056                          9170.00	500.00	17.238	8,619.00
EARTH SHOULDER CONSTRUCTION	StaM	17.238	8,619.00
		10.481	5,240.50
		0.000	0.00
0057                          9173.20	1.75	14,370.000	25,147.50
SUBGRADE PREPARATION	m2	14,370.000	25,147.50
		18,513.456	32,398.55
		69.505	121.63
0058                          9188.50	35.00	263.000	9,205.00
SURFACING UNDER GUARDRAIL	m2	263.000	9,205.00
125 mm		257.453	9,010.86
		0.000	0.00
0412                          3275.20	4.90	0.000	0.00
CRUSH CONCRETE PAVEMENT	m2	5,151.000	25,239.90
Crushed concrete Pavement - For Base Course		6,165.664	30,211.75
		69.505	340.57
0413                          3275.20	4.90	0.000	0.00
CRUSH CONCRETE PAVEMENT	m2	8,061.000	39,498.90
Crushed Concrete Pavement for Base Course		9,995.960	48,980.20
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	849,255.91
		Current	849,255.91
		In place	901,518.04
		This Estimate	7,728.94
GROUP 4 CULVERTS
0059                          P127.24	138.00	24.000	3,312.00
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	24.000	3,312.00
		24.000	3,312.00
		0.000	0.00
0060                          P700.15	61.00	307.500	18,757.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	307.500	18,757.50
		307.500	18,757.50
		0.000	0.00
0061                          P700.18	72.00	87.500	6,300.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	87.500	6,300.00
		94.500	6,804.00
		0.000	0.00
0062                          P700.24	94.00	85.000	7,990.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	85.000	7,990.00
		153.700	14,447.80
		0.000	0.00
0063                          P700.30	125.00	142.500	17,812.50
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	142.500	17,812.50
		226.000	28,250.00
		0.000	0.00
0064                          P702.48	280.00	39.000	10,920.00
1200 mm STORM SEWER PIPE, TYPE 1	m	39.000	10,920.00
		39.000	10,920.00
		0.000	0.00
0065                          P705.24	105.00	17.000	1,785.00
600 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	17.000	1,785.00
		17.000	1,785.00
		0.000	0.00
0066                          0030.40	2,750.00	1.000	2,750.00
MOBILIZATION	LS	1.000	2,750.00
		1.000	2,750.00
		0.000	0.00
0067                          1117.00	225.00	1.000	225.00
REMOVE MANHOLE	EACH	1.000	225.00
		1.000	225.00
		0.000	0.00
0068                          1119.00	150.00	7.000	1,050.00
REMOVE INLET	EACH	7.000	1,050.00
		8.000	1,200.00
		3.000	450.00
0069                          1119.50	125.00	1.000	125.00
REMOVE JUNCTION BOX	EACH	1.000	125.00
		2.000	250.00
		0.000	0.00
0070                          4002.00	2.95	1,138.000	3,357.10
CAST IRON COVER AND FRAME	kg	1,138.000	3,357.10
		957.000	2,823.15
		0.000	0.00
0071                          4004.50	2.95	2,034.000	6,000.30
CAST IRON GRATE AND FRAME	kg	2,034.000	6,000.30
		2,821.000	8,321.95
		0.000	0.00
0072                          4005.00	2.45	468.000	1,146.60
CAST IRON RING AND COVER	kg	468.000	1,146.60
		695.000	1,702.75
		0.000	0.00
0073                          4016.00	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA. 33+01, 12.0 m LT.		1.000	2,500.00
		0.000	0.00
0074                          4016.01	2,325.00	1.000	2,325.00
MANHOLE	EACH	1.000	2,325.00
AT STA. 34+72, 19.0 m LT.		1.000	2,325.00
		0.000	0.00
0075                          4016.02	1,950.00	1.000	1,950.00
MANHOLE	EACH	1.000	1,950.00
AT STA. 35+60, 9.0 m RT.		1.000	1,950.00
		0.000	0.00
0076                          4016.03	1,950.00	1.000	1,950.00
MANHOLE	EACH	1.000	1,950.00
AT STA. 37+61, 19.0 m LT.		1.000	1,950.00
		0.000	0.00
0077                          4016.04	2,000.00	1.000	2,000.00
MANHOLE	EACH	1.000	2,000.00
AT STA. 38+11, 9.0 m LT.		1.000	2,000.00
		0.000	0.00
0078                          4035.00	75.00	2.000	150.00
REMOVE FLARED-END SECTION	EACH	2.000	150.00
		2.000	150.00
		0.000	0.00
0079                          4040.00	150.00	10.000	1,500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	10.000	1,500.00
		10.000	1,500.00
		0.000	0.00
0080                          4043.50	35.00	122.000	4,270.00
REMOVE SEWER PIPE	m	122.000	4,270.00
		155.900	5,456.50
		0.000	0.00
0081                          4044.00	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 31+94.28		1.000	2,500.00
		0.000	0.00
0082                          4050.01	12.00	115.000	1,380.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	115.000	1,380.00
		126.000	1,512.00
		0.000	0.00
0083                          4051.01	12.00	174.000	2,088.00
EXCAVATION FOR BOX CULVERTS	m3	174.000	2,088.00
		221.060	2,652.72
		0.000	0.00
0084                          4101.06	455.00	61.580	28,018.90
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	61.580	28,018.90
		63.685	28,976.68
		0.000	0.00
0085                          4102.11	610.00	15.700	9,577.00
CLASS 47B-20 OR AX-20 CONCRETE FOR RETAINING WALL	m3	15.700	9,577.00
		13.388	8,166.68
		0.000	0.00
0086                          4105.58	595.00	48.660	28,952.70
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	48.660	28,952.70
		66.370	39,490.15
		0.000	0.00
0087                          4151.00	1.45	4,274.000	6,197.30
REINFORCING STEEL FOR BOX CULVERT	kg	4,274.000	6,197.30
		4,446.560	6,447.51
		0.000	0.00
0088                          4152.00	2.20	1,103.000	2,426.60
REINFORCING STEEL FOR RETAINING WALL	kg	1,103.000	2,426.60
		1,003.061	2,206.73
		0.000	0.00
0089                          4155.50	2.20	1,513.000	3,328.60
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	1,513.000	3,328.60
		2,182.400	4,801.28
		0.000	0.00
0090                          4310.24	415.00	2.000	830.00
600 mm FLARED-END SECTION	EACH	2.000	830.00
		4.000	1,660.00
		0.000	0.00
0091                          4310.48	985.00	1.000	985.00
1200 mm FLARED-END SECTION	EACH	1.000	985.00
		1.000	985.00
		0.000	0.00
0092                          4320.24	550.00	2.000	1,100.00
600 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	2.000	1,100.00
		2.000	1,100.00
		0.000	0.00
0093                          4852.24	398.00	17.000	6,766.00
JACKING 600 mm STORM SEWER PIPE, TYPE	m	17.000	6,766.00
1 CLASS IV		0.000	0.00
		0.000	0.00
0094                          6105.01	37.80	97.000	3,666.60
ROCK RIPRAP, TYPE A	Mg	97.000	3,666.60
		99.730	3,769.79
		0.000	0.00
0095                          6105.03	37.25	50.000	1,862.50
ROCK RIPRAP, TYPE C	Mg	50.000	1,862.50
		0.000	0.00
		0.000	0.00
0406                          4900.58	5,229.00	0.000	0.00
RECONNECT	EACH	1.000	5,229.00
Repair Sanitary Sewer Line		1.000	5,229.00
		0.000	0.00
0409                          4043.00	5,712.00	0.000	0.00
REMOVE CULVERT PIPE	m	1.000	5,712.00
Remove and Salvage 1200mm R.C. Pipe		1.000	5,712.00
		0.000	0.00
0414                          4350.26	68.25	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	12.200	832.65
Added pipe at Mulberry Avenue.		12.200	832.65
		0.000	0.00
0415                          4310.24	236.25	0.000	0.00
600 mm FLARED-END SECTION	EACH	2.000	472.50
For added pipe.		2.000	472.50
		0.000	0.00
0416                          4035.00	52.50	0.000	0.00
REMOVE FLARED-END SECTION	EACH	1.000	52.50
Remove and dispose of RCFE at Station 29+75 Left.		1.000	52.50
		0.000	0.00
0417                          0095.00	162.75	0.000	0.00
ADDITIONAL FREIGHT	LS	1.000	162.75
For additional pipe at Station 29+75 Left.		1.000	162.75
		0.000	0.00
0418                          4350.12	57.75	0.000	0.00
300 mm CORRUGATED METAL PIPE	m	9.500	548.63
For added pipe at Station 33+95.24, Right.		9.500	548.63
		0.000	0.00
0419                          4360.12	204.75	0.000	0.00
300 mm METAL FLARED-END SECTION	EACH	1.000	204.75
For added pipe at 33+95.24		1.000	204.75
		0.000	0.00
0420                          4200.12	708.75	0.000	0.00
300 mm AUTOMATIC FLOOD CONTROL GATE	EACH	1.000	708.75
For added pipe at Station 33+95.24, Right		1.000	708.75
		0.000	0.00
0421                          1043.50	2.52	0.000	0.00
RIPRAP FILTER FABRIC	m2	206.000	519.12
For locations, 29+75 Rt., 32+35 Lt., and 34+60 Lt.		206.000	519.12
		0.000	0.00
0422                          4018.00	813.75	0.000	0.00
TAPPING EXISTING STRUCTURE	EACH	1.000	813.75
Tap and install 450 mm RCP at Sta. 34+35 left.		1.000	813.75
		0.000	0.00
0423                          4460.30	577.50	0.000	0.00
750 mm CONCRETE FLARED END SECTION	EACH	1.000	577.50
750 mm RCP Flared End for new pipe run No. 15.		1.000	577.50
		0.000	0.00
0424                          4025.51	3,045.00	0.000	0.00
FLUMES, TYPE I	EACH	1.000	3,045.00
Concrete Flume, Type 1 added at Station 33+95.24		1.000	3,045.00
		0.000	0.00
0425                          6403.75	309.75	0.000	0.00
SPLASH BARRIER	m	10.000	3,097.50
Flume Spillway-added		10.000	3,097.50
		0.000	0.00
0426                          4039.05	2,982.00	0.000	0.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE	LS	1.000	2,982.00
Remove, Salvage, Extend, Relay 600 mm RCP, Station 31+94.28		1.000	2,982.00
		0.000	0.00
0427                          W719.90	2,404.50	0.000	0.00
LOWER WATER SERVICE PIPE	LS	1.000	2,404.50
Lower 5 private lines at Station 29+75 Left.		1.000	2,404.50
		0.000	0.00
0428                          3900.27	15,225.00	0.000	0.00
ADDITIONAL COST	EACH	1.000	15,225.00
Extra work to build Retention Pond.		1.000	15,225.00
		0.000	0.00
0429                          4450.36	226.80	0.000	0.00
900 mm REINFORCED CONCRETE PIPE	m	31.400	7,121.52
		31.400	7,121.52
		0.000	0.00
0430                          4460.36	782.25	0.000	0.00
900 mm CONCRETE FLARED END SECTION	EACH	1.000	782.25
		1.000	782.25
		0.000	0.00
0431                          4015.66	3,328.50	0.000	0.00
INSTALL MANHOLE	EACH	1.000	3,328.50
		1.000	3,328.50
		0.000	0.00
6001                          4051.12	45.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	37.890	1,724.00
47B Fine Agg. for Box Culvert Foundation.		37.890	1,724.00
		0.000	0.00
6002                          4051.12	45.50	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	9.170	417.24
47B Course Material for unsuitable material, Left side of bo		9.170	417.24
		0.000	0.00
GROUP 4 CULVERTS		Contracted	197,855.20
		Current	253,816.60
		In place	279,610.60
		This Estimate	450.00
GROUP 6 BRIDGE AT STA. 36+50.33
0096                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		716.000	572.80
		0.000	0.00
0097                          0030.60	76,250.00	1.000	76,250.00
MOBILIZATION	LS	0.000	0.00
		1.000	76,250.00
		0.000	0.00
0098                          3050.15	225.00	188.300	42,367.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	188.300	42,367.50
		188.300	42,367.50
		0.000	0.00
0099                          3051.10	1.10	12,484.000	13,732.40
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	12,484.000	13,732.40
		12,483.500	13,731.85
		0.000	0.00
0100                          6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0101                          6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0102                          6000.20	35,000.00	1.000	35,000.00
PIER NO.1 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00
0103                          6005.85	8,000.00	2.000	16,000.00
GUIDED BEARING DEVICE, TYPE II	EACH	2.000	16,000.00
		0.000	0.00
		0.000	0.00
0104                          6010.22	400.00	250.700	100,280.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	205.600	82,240.00
		205.600	82,240.00
		0.000	0.00
0105                          6010.26	450.00	372.200	167,490.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	372.200	167,490.00
		372.200	167,490.00
		0.000	0.00
0106                          6040.00	133,000.00	1.000	133,000.00
REMOVE STRUCTURE	EACH	1.000	133,000.00
AT STA. 36+80		1.000	133,000.00
		0.000	0.00
0107                          6071.11	600,000.00	1.000	600,000.00
STEEL SUPERSTRUCTURE	LS	1.000	600,000.00
AT STA. 36+50.33		1.000	600,000.00
		0.000	0.00
0108                          6080.00	4.00	33,895.000	135,580.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	33,895.000	135,580.00
		33,895.000	135,580.00
		0.000	0.00
0109                          6100.00	800.00	1.000	800.00
FLOOR DRAINS	EACH	1.000	800.00
		1.000	800.00
		0.000	0.00
0110                          6107.00	40.00	907.000	36,280.00
CONCRETE SLOPE PROTECTION	m2	907.000	36,280.00
		890.723	35,628.92
		0.000	0.00
0111                          6131.50	1.10	64,617.000	71,078.70
EPOXY COATED REINFORCING STEEL	kg	68,100.000	74,910.00
		68,100.000	74,910.00
		0.000	0.00
0112                          6139.50	30.00	108.000	3,240.00
SUBSURFACE DRAINAGE MATTING	m2	108.000	3,240.00
		108.000	3,240.00
		0.000	0.00
0113                          6210.12	59.00	637.300	37,600.70
HP 250 mm X 62 kg STEEL PILING	m	637.300	37,600.70
		660.350	38,960.65
		0.000	0.00
0114                          6401.00	106.50	95.800	10,202.70
PEDESTRIAN BARRIER RAIL	m	95.800	10,202.70
		95.800	10,202.70
		0.000	0.00
0115                          6404.00	165.00	95.600	15,774.00
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	95.600	15,774.00
		95.600	15,774.00
		0.000	0.00
0116                          6601.03	24.00	20.200	484.80
20 mm CONDUIT IN BRIDGE	m	20.200	484.80
		20.200	484.80
		0.000	0.00
0117                          6601.15	26.00	107.700	2,800.20
38 mm CONDUIT IN BRIDGE	m	107.700	2,800.20
		107.700	2,800.20
		0.000	0.00
0118                          6610.45	350.00	39.800	13,930.00
STRIP SEALS	m	39.800	13,930.00
		39.800	13,930.00
		0.000	0.00
0119                          8091.00	30.00	295.000	8,850.00
GRANULAR BACKFILL	m3	295.000	8,850.00
		295.000	8,850.00
		0.000	0.00
0401                          6000.20	14,865.00	0.000	0.00
PIER NO.1 EXCAVATION	LS	1.000	14,865.00
Pier No. 1 Excavation (Revised)		1.000	14,865.00
		0.000	0.00
0402                          6010.21	276.86	0.000	0.00
CONCRETE CLASS 47B-20 FOR BRIDGES	m3	39.000	10,797.54
For Drilled Shafts (EQ)		39.000	10,797.54
		0.000	0.00
0403                          6251.52	833.3333	0.000	0.00
DRILLED SHAFT	EACH	24.000	20,000.00
Drilled Shaft		24.000	20,000.00
		0.000	0.00
0404                          0030.60		1.000
MOBILIZATION	LS	2.000	0.00
Mobilization (Revised)		1.000	47,375.00
		0.000	0.00
0405                          0025.10	16,210.58	0.000	0.00
VALUE ENGINEERING ADJUSTMENT	LS	1.000	16,210.58
VEP Incentive		1.000	16,210.58
		0.000	0.00
0407                          6210.61	118.00	0.000	0.00
PILE SPLICE	EACH	30.000	3,540.00
Pile Splices		30.000	3,540.00
		0.000	0.00
0408                          6210.55	35.40	0.000	0.00
STEEL PILING	m	26.970	954.74
Pile Cut Off		26.970	954.74
		0.000	0.00
0432                          6610.60	2,549.24	0.000	0.00
METAL BOND BREAKER	EACH	1.000	2,549.24
Pay for installation and materials of Bond Breaker.		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 36+50.33		Contracted	1,531,541.00
		Current	1,522,374.40
		In place	1,580,556.28
		This Estimate	0.00
GROUP 7 GUARDRAIL
0120                          0030.70	1,050.00	1.000	1,050.00
MOBILIZATION	LS	1.000	1,050.00
		1.000	1,050.00
		0.000	0.00
0121                          7011.20	48.00	144.800	6,950.40
W-BEAM GUARDRAIL	m	144.800	6,950.40
		144.800	6,950.40
		0.000	0.00
0122                          7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		4.000	5,000.00
		0.000	0.00
0123                          7024.25	2,000.00	4.000	8,000.00
GUARDRAIL END TREATMENT, TYPE I	EACH	4.000	8,000.00
		4.000	8,000.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	21,000.40
		Current	21,000.40
		In place	21,000.40
		This Estimate	0.00
GROUP 8B LIGHTING
0124                          A001.12	350.00	3.000	1,050.00
PULL BOX, TYPE PB-5	EACH	3.000	1,050.00
		3.000	1,050.00
		0.000	0.00
0125                          A001.16	370.00	1.000	370.00
PULL BOX, TYPE PB-6	EACH	1.000	370.00
		1.000	370.00
		0.000	0.00
0126                          A009.07	990.00	1.000	990.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25	EACH	1.000	990.00
		1.000	990.00
		0.000	0.00
0127                          A009.29	1,365.00	12.000	16,380.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-1.8-0.25	EACH	12.000	16,380.00
		12.000	16,380.00
		0.000	0.00
0128                          A020.17	1,370.00	1.000	1,370.00
LIGHTING CONTROL CENTER, TYPE P	EACH	1.000	1,370.00
		1.000	1,370.00
		0.000	0.00
0129                          A070.10	5.20	513.000	2,667.60
38 mm CONDUIT IN TRENCH	m	513.000	2,667.60
		532.000	2,766.40
		0.000	0.00
0130                          A072.10	11.00	148.000	1,628.00
38 mm CONDUIT UNDER ROADWAY	m	148.000	1,628.00
		148.000	1,628.00
		0.000	0.00
0131                          A080.22	1.60	769.000	1,230.40
STREET LIGHTING CABLE, NO. 6 BARE	m	769.000	1,230.40
		810.000	1,296.00
		0.000	0.00
0132                          A080.24	1.80	1,538.000	2,768.40
STREET LIGHTING CABLE, NO. 6 USE	m	1,538.000	2,768.40
		1,620.000	2,916.00
		0.000	0.00
0133                          0030.80	400.00	1.000	400.00
MOBILIZATION	LS	1.000	400.00
		1.000	400.00
		0.000	0.00
GROUP 8B LIGHTING		Contracted	28,854.40
		Current	28,854.40
		In place	29,166.40
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0134                          0001.10	1.25	5,344.000	6,680.00
BARRICADE, TYPE III	BDAY	5,344.000	6,680.00
		11,298.000	14,122.50
		0.000	0.00
0135                          0001.30	3.00	928.000	2,784.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	928.000	2,784.00
		761.000	2,283.00
		0.000	0.00
0136                          0001.90	0.25	13,536.000	3,384.00
SIGN DAY	EACH	13,536.000	3,384.00
		8,383.000	2,095.75
		0.000	0.00
0137                          0002.39	2.10	315.000	661.50
TEMPORARY PAVEMENT MARKING, TYPE II	m	315.000	661.50
		0.000	0.00
		0.000	0.00
0138                          0003.10	175.00	30.000	5,250.00
FLAGGING	DAY	30.000	5,250.00
		0.000	0.00
		0.000	0.00
0139                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		0.750	750.00
		0.000	0.00
0140                          0030.10	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00
0410                          0001.08	0.50	0.000	0.00
BARRICADE, TYPE II	BDAY	500.000	250.00
Type "II" Barricades		1,592.000	796.00
		0.000	0.00
0411                          0001.46	0.25	0.000	0.00
REFLECTORIZED CONE	BDAY	500.000	125.00
42" Reflective Cones		164.000	41.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	22,259.50
		Current	22,634.50
		In place	22,588.25
		This Estimate	0.00
Totals for contract		Contracted	3,279,284.06
		Current	3,279,078.85
		In place	3,377,287.24
		This Estimate	8,178.94