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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0083 WERNER CONSTRUCTION, INC.
Contract ID:	4675
Estimate Number:	0028
Pay Period End Date:	05.25.2002

Contract Location:
DANNEBROG EAST	Estimate Type:	PROG
Contractor:
WERNER CONSTRUCTION, INC.	Date Let:	12.07.2000
129 E 2ND ST	Date Awarded:	12.14.2000
PO BOX 1087	Date Contract Executed:	12.27.2000
	Date Notice to Proceed:	12.27.2000
HASTINGS NE 68902-1087	Date Work Began:	02.26.2001
Phone:	Date Physical Work Completed:
(402)463-4545	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
HOWARD

Project Number		PCT			Fed State Project Number		Description
41675 000		0.000			EACSTPD-STPB-58-2(107)		GR CULV BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,359,838.46	$2,301,924.05	$57,914.41
$2,314,699.66	Stockpiled Materials	$2,016.73	$6,359.21	$-4,342.48
Original Contract Amt	Gross Earnings	$2,361,855.19	$2,308,283.26	$53,571.93
$2,083,464.95	Retainage	$-23,598.38	$-23,019.24	$-579.14
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
101.95%	Net Earnings	$2,338,256.81	$2,285,264.02	$52,992.79
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$-84.03	$-69.45	$-14.58
	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	-$84.03	-$69.45	-$14.58
	Payment	$2,338,172.78	$2,285,194.57	$52,978.21
Project Manager			Div. Head/Dist. Eng.
Griepenstroh, Scott	05.28.2002		Meyer, Keith	05.30.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	05.30.2002
Controller Div. Processed
Burling, Laurie	05.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	45,599.99	95925465
		Inverted Tees
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,388.99	00001
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-351.49	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0006:	57,637.49
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-351.49	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0008:	-351.49
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-189.53	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0009:	-189.53
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-13,816.80	95925465
		Inverted Tees
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-338.63	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0010:	-14,155.43
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-6,201.60	95925465
		Inverted Tees
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-473.10	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0011:	-6,674.70
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,142.79	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0012:	-4,142.79
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-586.76	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0014:	-586.76
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-567.96	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0015:	-567.96
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0057	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-25,581.59	95925465
		Inverted Tees
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-740.62	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0016:	-26,322.21
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,646.62	00001
		Epoxy Coated Reinforcing Steel
		Total for estimate 0017:	-4,646.62
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0001	L020.00	EROSION CONTROL
		S.P. Initial Payment	698.84	76051
		Erosion Control
0075	L001.02	SEEDING, TYPE B
		S.P. Initial Payment	2,645.00	13785
		Type B Seed
		Total for estimate 0020:	3,343.84
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
4447	L020.01	EROSION CONTROL, TYPE A
		S.P. Initial Payment	1,825.67	76051
		Erosion Control, Type A
4448	L020.09	EROSION CONTROL, TYPE AAA
		S.P. Initial Payment	1,189.70	76051
		Erosion Control, Type AAA
		Total for estimate 0022:	3,015.37
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0001	L020.00	EROSION CONTROL
		S.P. Adjustment	-398.37	76051
		Erosion Control
0075	L001.02	SEEDING, TYPE B
		S.P. Adjustment	-2,645.00	13785
		Type B Seed
4447	L020.01	EROSION CONTROL, TYPE A
		S.P. Adjustment	-1,299.11	76051
		Erosion Control, Type A
		Total for estimate 0028:	-4,342.48
		Total remaining for contract:	2,016.73

			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	0.80	1,399.000	1,119.20
EROSION CONTROL	m2	1,399.000	1,119.20
		1,312.500	1,050.00
		1,027.800	822.24
0002                          L022.11	3.00	74.000	222.00
FABRIC SILT FENCE-LOW POROSITY	m	74.000	222.00
		0.000	0.00
		0.000	0.00
0003                          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
0004                          1009.00	300.00	1.000	300.00
GENERAL CLEARING AND GRUBBING	LS	1.000	300.00
		1.000	300.00
		0.000	0.00
0005                          1011.00	2.00	838.000	1,676.00
WATER	kL	838.000	1,676.00
		0.000	0.00
		0.000	0.00
0006                          1012.00	75.00	8.000	600.00
RIGHT-OF-WAY MARKERS	EACH	8.000	600.00
		8.000	600.00
		0.000	0.00
0007                          1030.00	5.95	8,507.000	50,616.65
EARTHWORK MEASURED IN EMBANKMENT	m3	8,507.000	50,616.65
		9,577.000	56,983.15
		563.000	3,349.85
0008                          1101.00	5.00	1,341.000	6,705.00
REMOVE PAVEMENT	m2	1,341.000	6,705.00
		1,966.800	9,834.00
		0.000	0.00
0009                          1102.00	5.00	183.000	915.00
REMOVE ASPHALT SURFACE	m2	183.000	915.00
		353.180	1,765.90
		0.000	0.00
0010                          1106.00	3.75	53.000	198.75
REMOVE DRIVEWAY	m2	53.000	198.75
		525.749	1,971.56
		84.328	316.23
0011                          1107.00	3.75	84.400	316.50
REMOVE WALK	m2	84.400	316.50
		129.230	484.61
		0.000	0.00
0012                          1111.00	1.75	307.500	538.13
REMOVE FENCE	m	307.500	538.13
		270.000	472.50
		0.000	0.00
0013                          7017.00	8.00	445.800	3,566.40
REMOVE GUARDRAIL	m	445.800	3,566.40
		373.380	2,987.04
		0.000	0.00
4445                          1300.12	32.03	0.000	0.00
300 mm DRIVEWAY CULVERT PIPE	m	7.300	233.82
		7.300	233.82
		0.000	0.00
4447                          L020.01	9.45	0.000	0.00
EROSION CONTROL, TYPE A	m2	380.000	3,591.00
		270.400	2,555.28
		270.400	2,555.28
4448                          L020.09	21.00	0.000	0.00
EROSION CONTROL, TYPE AAA	m2	116.000	2,436.00
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	69,273.63
		Current	75,534.44
		In place	81,737.86
		This Estimate	7,043.60
GROUP 4 CULVERTS
0014                          0030.40	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		1.000	4,000.00
		0.000	0.00
0015                          4040.00	110.00	9.000	990.00
REMOVE HEADWALLS FROM CULVERTS	EACH	9.000	990.00
		11.000	1,210.00
		0.000	0.00
0016                          4044.00	2,490.00	1.000	2,490.00
PREPARATION OF STRUCTURE	EACH	1.000	2,490.00
AT STA. 121+49		1.000	2,490.00
		0.000	0.00
0017                          4050.01	20.00	13.000	260.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	28.000	560.00
		63.940	1,278.80
		0.000	0.00
0018                          4051.01	10.00	40.000	400.00
EXCAVATION FOR BOX CULVERTS	m3	40.000	400.00
		73.230	732.30
		0.000	0.00
0019                          4101.06	390.00	31.810	12,405.90
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	31.810	12,405.90
		32.010	12,483.90
		0.000	0.00
0020                          4102.11	490.00	19.500	9,555.00
CLASS 47B-20 OR AX-20 CONCRETE FOR RETAINING WALL	m3	19.500	9,555.00
		0.000	0.00
		0.000	0.00
0021                          4103.06	660.00	0.720	475.20
CLASS 47B-20 CONCRETE FOR STEP	m3	0.720	475.20
		0.000	0.00
		0.000	0.00
0022                          4151.00	1.70	2,502.000	4,253.40
REINFORCING STEEL FOR BOX CULVERT	kg	2,502.000	4,253.40
		2,519.950	4,283.92
		0.000	0.00
0023                          4152.00	1.70	1,177.100	2,001.07
REINFORCING STEEL FOR RETAINING WALL	kg	1,177.100	2,001.07
		0.000	0.00
		0.000	0.00
0024                          4300.24	81.00	19.000	1,539.00
600 mm CULVERT PIPE	m	19.000	1,539.00
		19.000	1,539.00
		0.000	0.00
0025                          4310.24	182.00	2.000	364.00
600 mm FLARED-END SECTION	EACH	2.000	364.00
		2.000	364.00
		0.000	0.00
0026                          4350.24	81.00	9.900	801.90
600 mm CORRUGATED METAL PIPE	m	9.900	801.90
		5.600	453.60
		0.000	0.00
0027                          4350.36	113.00	3.700	418.10
900 mm CORRUGATED METAL PIPE	m	3.700	418.10
		1.600	180.80
		0.000	0.00
0028                          4360.24	182.00	7.000	1,274.00
600 mm METAL FLARED-END SECTION	EACH	6.000	1,092.00
		6.000	1,092.00
		0.000	0.00
0029                          4360.36	394.00	2.000	788.00
900 mm METAL FLARED-END SECTION	EACH	2.000	788.00
		2.000	788.00
		0.000	0.00
0030                          6404.15	192.50	30.700	5,909.75
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	30.700	5,909.75
		0.000	0.00
		0.000	0.00
4404                          4380.60	661.50	0.000	0.00
1500 mm ROUND EQUIVALENT CORRUGATED METAL PIPE	m	1.500	992.25
		1.500	992.25
		0.000	0.00
4405                          4390.60	3,864.00	0.000	0.00
1500 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	7,728.00
(Twin Assembly)		2.000	7,728.00
		0.000	0.00
4406                          4107.07	1,008.00	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	4.720	4,757.76
		4.720	4,757.76
		0.000	0.00
4407                          4157.00	2.52	0.000	0.00
REINFORCING STEEL FOR COLLARS	kg	140.000	352.80
		140.000	352.80
		0.000	0.00
4408                          4004.50	4.41	0.000	0.00
CAST IRON GRATE AND FRAME	kg	304.000	1,340.64
		304.000	1,340.64
		0.000	0.00
4409                          4105.56	2,268.00	0.000	0.00
CONCRETE FOR INLET AND JUNCTION BOX	m3	0.900	2,041.20
		0.900	2,041.20
		0.000	0.00
4410                          4155.50	2.52	0.000	0.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	59.000	148.68
		59.000	148.68
		0.000	0.00
4411                          4350.18	82.01	0.000	0.00
450 mm CORRUGATED METAL PIPE	m	7.700	631.48
		7.700	631.48
		0.000	0.00
4412                          4130.06	2,268.00	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.070	158.76
		0.070	158.76
		0.000	0.00
4413                          4764.78	86.12	0.000	0.00
200 mm P.V.C. SEWER PIPE	m	109.160	9,400.86
		109.160	9,400.86
		0.000	0.00
4414                          4805.12	223.92	0.000	0.00
300 mm STEEL CASING	m	10.670	2,389.23
		10.670	2,389.23
		0.000	0.00
4415                          4805.12	330.71	0.000	0.00
300 mm STEEL CASING	m	18.290	6,048.69
(Jacked)		18.290	6,048.69
		0.000	0.00
4416                          4016.00	2,604.00	0.000	0.00
MANHOLE	EACH	1.000	2,604.00
(167+53, 18 m LT)		1.000	2,604.00
		0.000	0.00
4417                          4016.01	2,570.40	0.000	0.00
MANHOLE	EACH	1.000	2,570.40
(167+67, 51 m LT)		1.000	2,570.40
		0.000	0.00
4418                          4016.02	3,024.00	0.000	0.00
MANHOLE	EACH	1.000	3,024.00
(167+60, 61 m LT)		1.000	3,024.00
		0.000	0.00
4419                          4017.00	787.50	0.000	0.00
TAPPING EXISTING MANHOLE	EACH	1.000	787.50
		1.000	787.50
		0.000	0.00
4420                          4015.00	210.00	0.000	0.00
ADJUST MANHOLE TO GRADE	EACH	1.000	210.00
		1.000	210.00
		0.000	0.00
4421                          1117.00	315.00	0.000	0.00
REMOVE MANHOLE	EACH	1.000	315.00
		1.000	315.00
		0.000	0.00
4422                          4002.00	3.94	0.000	0.00
CAST IRON COVER AND FRAME	kg	552.000	2,174.88
		552.000	2,174.88
		0.000	0.00
4423                          0030.01	3,150.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	3,150.00
(Sanitary Sewer Relocation)		1.000	3,150.00
		0.000	0.00
4424                          P310.48	233.10	0.000	0.00
1200 mm CULVERT PIPE, TYPE 2,4 OR 5	m	56.600	13,193.46
		56.600	13,193.46
		0.000	0.00
4425                          P375.36	126.00	0.000	0.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	27.000	3,402.00
		27.000	3,402.00
		0.000	0.00
4426                          4390.36	447.30	0.000	0.00
900 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	4.000	1,789.20
		4.000	1,789.20
		0.000	0.00
4427                          P127.36	190.90	0.000	0.00
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	32.600	6,223.34
		32.600	6,223.34
		0.000	0.00
4428                          4510.36	892.50	0.000	0.00
900 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION	EACH	4.000	3,570.00
		4.000	3,570.00
		0.000	0.00
4429                          P375.48	235.20	0.000	0.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 3,4 OR 5	m	22.700	5,339.04
		22.700	5,339.04
		0.000	0.00
4430                          4390.48	1,014.30	0.000	0.00
1200 mm ROUND EQUIVALENT METAL PIPE FLARED-END SECTION	EACH	2.000	2,028.60
		2.000	2,028.60
		0.000	0.00
4431                          4050.01	14.70	0.000	0.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	351.000	5,159.70
(Storm Runoff Control)		351.000	5,159.70
		0.000	0.00
4432                          4100.06	798.00	0.000	0.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	4.600	3,670.80
		4.600	3,670.80
		0.000	0.00
4433                          4150.00	2.52	0.000	0.00
REINFORCING STEEL FOR HEADWALL	kg	256.000	645.12
		256.000	645.12
		0.000	0.00
4434                          4015.50	803.25	0.000	0.00
RECONSTRUCT MANHOLE	EACH	1.000	803.25
		1.000	803.25
		0.000	0.00
4435                          4024.50	3,780.00	0.000	0.00
CONCRETE SPLASH BASIN	EACH	1.000	3,780.00
		1.000	3,780.00
		0.000	0.00
4436                          0030.01	2,100.00	0.000	0.00
ADDITIONAL MOBILIZATION	LS	1.000	2,100.00
(Storm Runoff Control)		1.000	2,100.00
		0.000	0.00
4446                          6104.00	12.52	0.000	0.00
BROKEN CONCRETE RIPRAP	Mg	78.000	976.56
		78.000	976.56
		0.000	0.00
4450                          6310.00	18.18	0.000	0.00
STEEL SHEET PILING	m2	25.700	467.23
		25.700	467.23
		0.000	0.00
4602                          4050.02	20.00	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR PIPE,PIPE-ARCH CULVERT, AND HEADWALL	m3	6.000	120.00
FOR BACKFILL AND EMBANKMENT		6.000	120.00
		0.000	0.00
4603                          4051.02	10.00	0.000	0.00
ADDIDTIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR BOXCULVERT	m3	16.000	160.00
FOR BACKFILL AND EMBANKMENT		16.000	160.00
		0.000	0.00
4604                          4051.20	39.00	0.000	0.00
GRANULAR MATERIAL	m3	45.000	1,755.00
(Backfill)		44.170	1,722.63
		0.000	0.00
4605                          4050.02	14.70	0.000	0.00
ADDITIONAL EXCAVATION FOR BACKFILL AND EMBANKMENT FOR PIPE,PIPE-ARCH CULVERT, AND HEADWALL	m3	5.000	73.50
(Backfill and Emb - Storm Runoff Control)		5.000	73.50
		0.000	0.00
GROUP 4 CULVERTS		Contracted	47,925.32
		Current	154,126.23
		In place	136,946.88
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 147+31.5
0031                          0030.60	96,000.00	1.000	96,000.00
MOBILIZATION	LS	1.000	96,000.00
		1.000	96,000.00
		0.000	0.00
0032                          1043.50	1.86	104.000	193.44
RIPRAP FILTER FABRIC	m2	104.000	193.44
		128.600	239.20
		0.000	0.00
0033                          3050.15	275.00	121.900	33,522.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	121.900	33,522.50
		123.418	33,939.96
		0.000	0.00
0034                          3051.10	1.45	8,120.000	11,774.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,120.000	11,774.00
		7,910.000	11,469.50
		0.000	0.00
0035                          6000.10	1,800.00	1.000	1,800.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0036                          6000.11	1,800.00	1.000	1,800.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,800.00
		1.000	1,800.00
		0.000	0.00
0037                          6010.22	750.00	28.100	21,075.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	28.100	21,075.00
		28.100	21,075.00
		0.000	0.00
0038                          6010.26	460.00	583.800	268,548.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0039                          6030.00	30,800.00	1.000	30,800.00
PREPARATION OF BRIDGE	EACH	1.000	30,800.00
AT STA. 147+31.5		1.000	30,800.00
		0.000	0.00
0040                          6104.00	5.00	42.000	210.00
BROKEN CONCRETE RIPRAP	Mg	42.000	210.00
		51.960	259.80
		0.000	0.00
0041                          6131.50	1.38	67,642.000	93,345.96
EPOXY COATED REINFORCING STEEL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00
0042                          6139.50	38.00	41.000	1,558.00
SUBSURFACE DRAINAGE MATTING	m2	41.000	1,558.00
		41.000	1,558.00
		0.000	0.00
0043                          6510.55	3,000.00	1.000	3,000.00
TEMPORARY BRIDGE SHORING	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00
0044                          6610.45	353.00	25.500	9,001.50
STRIP SEALS	m	25.500	9,001.50
		25.500	9,001.50
		0.000	0.00
0045                          8091.00	28.00	62.400	1,747.20
GRANULAR BACKFILL	m3	62.400	1,747.20
		62.400	1,747.20
		0.000	0.00
4441                          6010.26	453.70	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	622.300	282,337.51
(Revised)		622.300	282,337.51
		0.000	0.00
4442                          6131.50	1.387	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	67,891.000	94,164.82
(Revised)		67,891.000	94,164.82
		0.000	0.00
GROUP 6 BRIDGE AT STA. 147+31.5		Contracted	574,375.60
		Current	588,983.97
		In place	589,192.49
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 166+35.5
0046                          0030.60	13,000.00	1.000	13,000.00
MOBILIZATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00
0047                          1043.50	4.15	555.000	2,303.25
RIPRAP FILTER FABRIC	m2	555.000	2,303.25
		555.000	2,303.25
		0.000	0.00
0048                          3050.15	290.00	64.100	18,589.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	0.000	0.00
		0.000	0.00
		0.000	0.00
0049                          3051.10	1.45	5,610.000	8,134.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	5,893.000	8,544.85
		5,909.000	8,568.05
		0.000	0.00
0050                          6000.10	1,950.00	1.000	1,950.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,950.00
		1.000	1,950.00
		0.000	0.00
0051                          6000.11	3,600.00	1.000	3,600.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,600.00
		1.000	3,600.00
		0.000	0.00
0052                          6001.50	12,850.00	1.000	12,850.00
BENT NO.1 EXCAVATION	LS	1.000	12,850.00
		1.000	12,850.00
		0.000	0.00
0053                          6001.51	12,850.00	1.000	12,850.00
BENT NO.2 EXCAVATION	LS	1.000	12,850.00
		1.000	12,850.00
		0.000	0.00
0054                          6005.60	47.00	108.000	5,076.00
ELASTOMERIC BEARING	EACH	108.000	5,076.00
		108.000	5,076.00
		0.000	0.00
0055                          6010.22	547.50	166.300	91,049.25
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	166.300	91,049.25
		166.300	91,049.26
		0.000	0.00
0056                          6010.26	525.00	86.600	45,465.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	86.600	45,465.00
		86.600	45,465.01
		0.000	0.00
0057                          6011.11	168,000.00	1.000	168,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	168,000.00
AT STA. 166+35.5		1.000	168,000.00
		0.000	0.00
0058                          6040.00	21,850.00	1.000	21,850.00
REMOVE STRUCTURE	EACH	1.000	21,850.00
AT STA. 166+51.1		1.000	21,850.00
		0.000	0.00
0059                          6080.00	4.50	575.000	2,587.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	575.000	2,587.50
		575.000	2,587.50
		0.000	0.00
0060                          6104.00	15.00	525.000	7,875.00
BROKEN CONCRETE RIPRAP	Mg	525.000	7,875.00
		525.000	7,875.01
		0.000	0.00
0061                          6131.50	1.43	19,205.000	27,463.15
EPOXY COATED REINFORCING STEEL	kg	19,205.000	27,463.15
		21,616.000	30,910.89
		0.000	0.00
0062                          6139.50	31.00	63.000	1,953.00
SUBSURFACE DRAINAGE MATTING	m2	63.000	1,953.00
		63.000	1,952.99
		0.000	0.00
0063                          6210.50	137.00	392.800	53,813.60
PIPE PILING	m	392.800	53,813.60
		849.770	116,418.49
		0.000	0.00
0064                          6310.00	146.65	391.500	57,413.48
STEEL SHEET PILING	m2	391.500	57,413.48
		391.500	57,413.48
		0.000	0.00
0065                          6401.00	267.00	36.400	9,718.80
PEDESTRIAN BARRIER RAIL	m	36.400	9,718.80
		36.400	9,718.80
		0.000	0.00
0066                          6404.15	143.28	44.400	6,361.63
1.5 m PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	44.400	6,361.63
		44.400	6,361.63
		0.000	0.00
0067                          8091.00	26.00	55.000	1,430.00
GRANULAR BACKFILL	m3	55.000	1,430.00
		55.000	1,430.00
		0.000	0.00
4402                          6251.00	7,114.80	0.000	0.00
TEST PILE	EACH	2.000	14,229.60
		2.000	14,229.60
		0.000	0.00
4437                          6960.02	230.63	0.000	0.00
ADDITIONAL WORK	LS	1.000	230.63
(Dowel Bars)		1.000	230.63
		0.000	0.00
4438                          6960.02	2,231.59	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,231.59
(Reset Bents)		1.000	2,231.59
		0.000	0.00
4439                          6131.50	1.89	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	339.000	640.71
(Delivered Only)		339.000	640.71
		0.000	0.00
4440                          3050.15	295.48	0.000	0.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	70.346	20,785.84
(Revised)		71.473	21,118.84
		0.000	0.00
4451                          6960.02	992.25	0.000	0.00
ADDITIONAL WORK	LS	1.000	992.25
(Removing Trees)		1.000	992.25
		0.000	0.00
4452                          6960.02	252.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	252.00
(Hauling Riprap)		1.000	252.00
		0.000	0.00
4453                          6960.02	456.75	0.000	0.00
ADDITIONAL WORK	LS	1.000	456.75
(Grading Embankment)		1.000	456.75
		0.000	0.00
4601                          6210.61	274.00	0.000	0.00
PILE SPLICE	EACH	20.000	5,480.00
FOR PIPE PILING		20.000	5,480.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 166+35.5		Contracted	573,333.16
		Current	600,453.87
		In place	666,862.73
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 125+27.9
0068                          0030.60	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		0.163	733.50
		0.000	0.00
0069                          6010.28	1,117.00	2.200	2,457.40
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	2.200	2,457.40
		2.200	2,457.40
		0.000	0.00
0070                          6020.00	1.47	254.000	373.38
REINFORCING STEEL FOR BRIDGE	kg	254.000	373.38
		254.000	373.38
		0.000	0.00
GROUP 6B BRIDGE AT STA. 125+27.9		Contracted	7,330.78
		Current	7,330.78
		In place	3,564.28
		This Estimate	0.00
GROUP 7 GUARDRAIL
0071                          0030.70	1,500.00	1.000	1,500.00
MOBILIZATION	LS	1.000	1,500.00
		1.000	1,500.00
		0.000	0.00
0072                          7011.20	47.14	134.000	6,316.76
W-BEAM GUARDRAIL	m	134.000	6,316.76
		122.380	5,768.99
		40.460	1,907.28
0073                          7020.00	1,119.00	9.000	10,071.00
BRIDGE APPROACH SECTIONS	EACH	9.000	10,071.00
		9.000	10,071.00
		1.000	1,119.00
0074                          7021.70	1,703.00	9.000	15,327.00
GUARDRAIL END TREATMENT, SRT-350	EACH	9.000	15,327.00
		9.000	15,327.00
		1.000	1,703.00
GROUP 7 GUARDRAIL		Contracted	33,214.76
		Current	33,214.76
		In place	32,666.99
		This Estimate	4,729.28
GROUP 9 BITUMINOUS
0075                          L001.02	1,190.00	3.000	3,570.00
SEEDING, TYPE B	ha	3.000	3,570.00
		4.987	5,934.53
		4.987	5,934.53
0076                          L010.00	5.00	148.800	744.00
SODDING	m2	148.800	744.00
		0.000	0.00
		0.000	0.00
0077                          L032.75	80.00	15.000	1,200.00
MULCH	Mg	15.000	1,200.00
		22.443	1,795.44
		22.443	1,795.44
0078                          0030.90	43,400.00	1.000	43,400.00
MOBILIZATION	LS	1.000	43,400.00
		1.000	43,400.00
		0.000	0.00
0079                          1020.03	15.00	39.000	585.00
DELINEATOR, TYPE III	EACH	39.000	585.00
		39.000	585.00
		0.000	0.00
0080                          2001.00	10.00	190.000	1,900.00
GRAVEL SURFACE COURSE	m3	190.000	1,900.00
		159.270	1,592.70
		26.270	262.70
0081                          2010.00	27.50	90.000	2,475.00
CRUSHED ROCK SURFACE COURSE	m3	90.000	2,475.00
		78.050	2,146.38
		58.330	1,604.08
0082                          2020.00	6.00	1,096.000	6,576.00
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	1,096.000	6,576.00
		555.000	3,330.00
		0.000	0.00
0083                          2021.00	50.00	12.000	600.00
MAILBOX POST	EACH	12.000	600.00
		12.000	600.00
		0.000	0.00
0084                          3014.10	74.00	130.500	9,657.00
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER	m	130.500	9,657.00
		120.020	8,881.48
		0.000	0.00
0085                          3016.21	35.00	35.100	1,228.50
CONCRETE CLASS 47B-20 SIDEWALKS	m2	35.100	1,228.50
		207.659	7,268.07
		124.492	4,357.22
0086                          3016.26	350.00	11.000	3,850.00
CONCRETE CLASS 47B-20 SIDEWALK	m3	11.000	3,850.00
		0.000	0.00
		0.000	0.00
0087                          3020.26	28.50	22.300	635.55
CONCRETE CLASS 47B-25 DRIVEWAY	m2	22.300	635.55
		226.224	6,447.38
		50.424	1,437.08
0088                          9000.75	15.00	500.000	7,500.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	7,500.00
SP1(12.5)		18.140	272.10
		0.000	0.00
0089                          9005.00	25.00	400.000	10,000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	400.000	10,000.00
SP1(12.5)		107.404	2,685.10
		0.000	0.00
0090                          9005.25	15.00	17,680.000	265,200.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	17,680.000	265,200.00
		19,144.224	287,163.36
		931.630	13,974.45
0091                          9009.00	2.45	3,336.000	8,173.20
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	3,336.000	8,173.20
		3,624.000	8,878.80
		637.000	1,560.65
0092                          9009.75	31.00	312.000	9,672.00
TEMPORARY SURFACING	m2	312.000	9,672.00
		301.094	9,333.91
		0.000	0.00
0093                          9020.91	203.00	27.000	5,481.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	5,481.00
		0.680	138.04
		0.000	0.00
0094                          9021.01	203.00	976.320	198,192.96
PERFORMANCE GRADED BINDER (64-22)	Mg	1,022.230	207,512.69
		768.907	156,088.11
		31.691	6,433.27
0095                          9034.00	2.50	147.000	367.50
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	147.000	367.50
		1,539.224	3,848.07
		427.884	1,069.71
0096                          9053.00	0.25	45,260.000	11,315.00
TACK COAT	L	45,260.000	11,315.00
		16,466.500	4,116.63
		0.000	0.00
0097                          9111.00	2.00	725.000	1,450.00
WATER	kL	725.000	1,450.00
		1,202.550	2,405.10
		7.320	14.64
0098                          9170.00	150.00	119.951	17,992.65
EARTH SHOULDER CONSTRUCTION	StaM	119.951	17,992.65
		120.710	18,106.50
		6.000	900.00
0099                          9173.00	2,500.00	1.078	2,695.00
SUBGRADE PREPARATION	StaM	1.078	2,695.00
		1.900	4,750.00
		0.950	2,375.00
0100                          9173.10	165.00	117.382	19,368.03
SUBGRADE PREPARATION FOR WIDENING	StaM	117.382	19,368.03
		117.560	19,397.40
		1.420	234.30
0101                          9179.21	285.00	59.109	16,846.06
COLD MILLING, CLASS 1	StaM	59.109	16,846.06
		59.551	16,972.04
		0.000	0.00
0102                          9179.23	1,750.00	5.421	9,486.75
COLD MILLING, CLASS 3	StaM	5.421	9,486.75
		5.696	9,968.00
		0.000	0.00
0103                          9188.50	25.00	612.000	15,300.00
SURFACING UNDER GUARDRAIL	m2	612.000	15,300.00
		475.860	11,896.50
		56.960	1,424.00
0104                          9300.50	2,000.00	1.000	2,000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00
4443                          9005.45	32.38	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	1,104.590	35,766.62
		1,104.590	35,766.62
		0.000	0.00
4444                          9179.24	1,357.51	0.000	0.00
COLD MILLING, CLASS 4	StaM	5.270	7,154.08
		5.270	7,154.08
		0.000	0.00
4606                          9300.56	0.421	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	17,305.550	7,285.64
Asphaltic Concrete, Type SP1(12.5)		17,305.550	7,285.64
		0.000	0.00
4607                          9300.56	0.421	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	571.450	240.58
Asphaltic Concrete, Type SP1(12.5)		571.450	240.58
		0.000	0.00
4608                          9300.56	0.421	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	18.140	7.64
Asphaltic Concrete, Type SP1(12.5)		18.140	7.64
		0.000	0.00
4609                          9300.56	0.868	0.000	0.00
SUPERPAVE QUALITY INCENTIVE	Mg	1,104.590	958.78
Asphaltic Concrete, Type SP4(12.5)		1,104.590	958.78
		0.000	0.00
4610                          9300.60	0.387	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	5,178.740	2,004.17
Asphaltic Concrete, Type SP1(12.5)		5,178.740	2,004.17
		0.000	0.00
4611                          9300.60	0.387	0.000	0.00
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE	Mg	108.110	41.84
Asphaltic Concrete, Type SP1(12.5) for Bike Trail		108.110	41.84
		0.000	0.00
4612                          9300.77	5.237	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	186.435	976.36
Performance Graded Binder (64-22)		186.435	976.36
		0.000	0.00
4613                          9300.77	5.237	0.000	0.00
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER	Mg	3.892	20.38
Performance Graded Binder (64-22) for Bike Trail		3.892	20.38
		0.000	0.00
4701                          0096.00	-406.60	0.000	0.00
DEDUCTION	LS	1.000	-406.60
(Replacement costs for WPB Connecting Pins)		1.000	-406.60
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	677,461.21
		Current	740,830.43
		In place	694,050.13
		This Estimate	43,377.07
GROUP 10 GENERAL ITEMS
0105                          0001.08	0.50	8,650.000	4,325.00
BARRICADE, TYPE II	BDAY	8,650.000	4,325.00
		20,024.000	10,012.00
		587.000	293.50
0106                          0001.10	2.50	2,112.000	5,280.00
BARRICADE, TYPE III	BDAY	2,112.000	5,280.00
		13,360.000	33,400.00
		147.000	367.50
0107                          0001.30	2.50	930.000	2,325.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	930.000	2,325.00
		911.000	2,277.50
		30.000	75.00
0108                          0001.90	0.50	18,243.000	9,121.50
SIGN DAY	EACH	18,243.000	9,121.50
		30,906.000	15,453.00
		304.000	152.00
0109                          0002.30	1.35	800.000	1,080.00
PAVEMENT MARKING REMOVAL	m	800.000	1,080.00
		769.530	1,038.87
		0.000	0.00
0110                          0002.31	1.30	2,450.000	3,185.00
TEMPORARY PAVEMENT MARKING	m	2,450.000	3,185.00
		2,610.800	3,394.04
		0.000	0.00
0111                          0002.40	23.00	368.000	8,464.00
TEMPORARY SOLID LINES	StaM	368.000	8,464.00
		248.906	5,724.84
		0.000	0.00
0112                          0002.45	20.00	191.000	3,820.00
TEMPORARY BROKEN LINES	StaM	191.000	3,820.00
		207.776	4,155.52
		4.448	88.96
0113                          0003.10	175.00	90.000	15,750.00
FLAGGING	DAY	90.000	15,750.00
		105.500	18,462.50
		6.000	1,050.00
0114                          0003.20	275.00	18.000	4,950.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	18.000	4,950.00
		22.000	6,050.00
		0.000	0.00
0115                          0003.51	25.00	500.000	12,500.00
INSTALL CONCRETE PROTECTION BARRIER	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0116                          0003.70	400.00	8.000	3,200.00
TEMPORARY RUMBLE STRIP	EACH	8.000	3,200.00
		4.000	1,600.00
		0.000	0.00
0117                          0003.75	7,000.00	2.000	14,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0118                          0010.04	1,000.00	1.000	1,000.00
FIELD OFFICE	EACH	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00
0119                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		239.000	191.20
		0.000	0.00
0120                          0030.00	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00
0121                          9110.01	60.00	30.000	1,800.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	30.000	1,800.00
		50.666	3,039.96
		0.000	0.00
0122                          9110.02	55.00	20.000	1,100.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	1,100.00
		15.000	825.00
		3.000	165.00
0123                          9110.03	50.00	30.000	1,500.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	30.000	1,500.00
		44.150	2,207.50
		6.500	325.00
0124                          9110.07	45.00	30.000	1,350.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	30.000	1,350.00
		18.000	810.00
		5.500	247.50
4401                          0003.51	43.94	0.000	0.00
INSTALL CONCRETE PROTECTION BARRIER	m	457.190	20,088.93
(Haul from McCook)		457.200	20,089.37
		0.000	0.00
4403                          0003.75	13,085.80	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	13,085.80
(Revised)		1.000	13,085.80
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	100,550.50
		Current	114,225.23
		In place	154,817.10
		This Estimate	2,764.46
Totals for contract		Contracted	2,083,464.95
		Current	2,314,699.72
		In place	2,359,838.46
		This Estimate	57,914.41