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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0574 CONSTRUCTORS, INC.
Contract ID:	1347
Estimate Number:	0054
Pay Period End Date:	07.19.2003

Contract Location:
CORNHUSKER HIGHWAY INTERCHANGE	Estimate Type:	PROG
Contractor:
CONSTRUCTORS, INC.	Date Let:	03.29.2001
1815 Y STREET	Date Awarded:	04.10.2001
PO BOX 80268	Date Contract Executed:	04.13.2001
	Date Notice to Proceed:	04.13.2001
LINCOLN NE 68501	Date Work Began:	04.30.2001
Phone:	Date Physical Work Completed:
(402)434-1764	Date Accepted:
Escrow Agent:
Surety Co:
UNIVERSAL SURETY COMPANY

Counties
LANCASTER

Project Number		PCT			Fed State Project Number		Description
11347 000		0.000			EACIM-EACBH-180-9(519)		GR CP CULV SEED BR GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$11,196,922.98	$10,544,665.02	$652,257.96
$12,147,901.97	Stockpiled Materials	$.01	$154,208.00	$-154,207.99
Original Contract Amt	Gross Earnings	$11,196,922.99	$10,698,873.02	$498,049.97
$11,870,599.65	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
92.17%	Net Earnings	$11,171,922.99	$10,673,873.02	$498,049.97
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$-3,000.00	$-3,000.00	$.00
	Other Contract Adj	-$4,752.16	-$4,752.16	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$652.92	$652.92	$.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	-$7,099.24	-$7,099.24	$.00
	Payment	$11,164,823.75	$10,666,773.78	$498,049.97
Project Manager			Div. Head/Dist. Eng.
Holak, Hugh	07.22.2003		Sklenar, Michael J	07.23.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	07.23.2003
Controller Div. Processed
Burling, Laurie	07.24.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0266	0003.75	TEMPORARY TRAFFIC SIGNAL
		S.P. Initial Payment	4,084.00	32062
		Video Camera & Cardrack
		Total for estimate 0003:	4,084.00
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0189	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	384,300.00	3646
		Precast/Prestressed Concrete Superstr
		Total for estimate 0004:	384,300.00
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0134	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	972.00	E20015
		Anchor Bolts
0135	6005.83	FIXED BEARING
		S.P. Initial Payment	324.00	E20015
		Anchor Bolts
0145	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	38,196.25	50678 RI
		Stockpiled HP250 x 62
0160	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	972.00	E20015
		Anchor Bolts
0161	6005.83	FIXED BEARING
		S.P. Initial Payment	324.00	E20015
		Anchor Bolts
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	26,692.00	50678 RI
		Stockpiled HP250 x 62
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	17,243.03	50749 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-2,840.83	50749 RI
		Stockpiled HP250 x 62
0197	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	38,290.37	021520
		Stockpiled HP310 x 79
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Initial Payment	35,699.32	021521
		Stockpiled HP360 x 132
		S.P. Adjustment	-9,190.72	021521
		Stockpiled HP360 x 132
		Total for estimate 0006:	146,681.42
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0145	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	4,436.21	51497 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	2,453.90	021733
		Pile Point HP250 x 62
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	6,133.82	51497 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	1,828.85	021733
		Pile Points HP250 x 62
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,476.10	1843
		Epoxy Coated Reinf St Gr 6c
		S.P. Adjustment	-2,269.34	1843
		Epoxy Coated Reinf St Gr 6c
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,225.46	50749 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	16,121.96	51497 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	833.40	021733
		Pile Points HP250 x 62
		S.P. Adjustment	-89.52	021733
		Pile Points HP250 x 62
0197	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	1,804.20	021733
		Pile Points HP310 x 79
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-10,706.70	021521
		Stockpiled HP360 x 132
		S.P. Initial Payment	1,385.50	021733
		Pile Points HP360 x 132
		S.P. Adjustment	-204.15	021733
		Pile Points HP360 x 132
		Total for estimate 0007:	30,978.77
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,350.39	1843
		Epoxy Coated Reinf St Gr 6c
		Total for estimate 0008:	-1,350.39
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0189	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-109,909.80	3646
		Precast/Prestressed Concrete Superstr
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,543.03	1843
		Epoxy Coated Reinf St Gr 6c
		Total for estimate 0009:	-113,452.83
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	13,137.33	1935
		Epoxy Coated Reinforcing Steel
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	12,470.15	1936
		Epoxy Coated Reinforcing Steel
		S.P. Adjustment	-1,147.80	1936
		Epoxy Coated Reinforcing Steel
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-8,464.57	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-489.67	021733
		Pile Points HP250 x 62
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,285.51	1843
		Epoxy Coated Reinf St Gr 6c
		Total for estimate 0010:	14,219.93
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0133	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	3,452.54	690026
		Precompressed Polyurethane Foam Joint
0146	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	16,717.44	21735
		Steel Sheet Piling
0159	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	3,405.88	690026
		Precompressed Polyurethane Foam Joint
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,147.80	1936
		Epoxy Coated Reinforcing Steel
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-7,978.24	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-461.53	021733
		Pile Points HP250 x 62
0172	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	13,318.33	21735
		Steel Sheet Piling Group 6B
0184	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Initial Payment	5,458.75	690026
		Precompressed Polyurethane Foam Joint
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,027.82	1843
		Epoxy Coated Reinf St Gr 6c
0199	6310.00	STEEL SHEET PILING
		S.P. Initial Payment	24,556.22	21735
		Steel Sheet Piling Group 6C
		Total for estimate 0011:	53,293.77
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,123.61	1936
		Epoxy Coated Reinforcing Steel
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-6,175.46	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-357.24	021733
		Pile Points HP250 x 62
0172	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-9,047.50	21735
		Steel Sheet Piling Group 6B
0184	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,530.32	690026
		Precompressed Polyurethane Foam Joint
0185	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	8,197.00	E20557
		Group 6C Expansion Devices
0186	6005.83	FIXED BEARING
		S.P. Initial Payment	5,384.80	E20557
		GR 6C Fixed Bearing Device
		Total for estimate 0012:	-5,652.33
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	1,159.35	1519
		Item 37 Coarse Aggregate
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	55,899.32	1519
		Item 38 Coarse Aggregate
		S.P. Initial Payment	16,730.59	1522
		Item 38 Fine Aggregate
0134	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	13,305.87	E20633
		Group 6A Expansion Bearing
0135	6005.83	FIXED BEARING
		S.P. Initial Payment	5,423.13	E20633
		Group 6A Fixed Bearings
0160	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	13,305.87	E20633
		Group 6B Expansion Bearings
0161	6005.83	FIXED BEARING
		S.P. Initial Payment	5,423.13	E20633
		Group 6B Fixed Bearings
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,623.25	1936
		Epoxy Coated Reinforcing Steel
		Total for estimate 0013:	108,624.01
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,478.12	1936
		Epoxy Coated Reinforcing Steel
		Total for estimate 0014:	-1,478.12
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-956.13	1519
		Item 38 Coarse Aggregate
		S.P. Adjustment	-1,653.07	1522
		Item 38 Fine Aggregate
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-7,728.05	1935
		Epoxy Coated Reinforcing Steel
0145	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-34,698.00	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-2,007.24	021733
		Pile Point HP250 x 62
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,023.04	1936
		Epoxy Coated Reinforcing Steel
0218	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	2,550.70	1928606
		PB-5 Pull boxes
0224	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Initial Payment	588.00	467594
		SLS Fixtures
		S.P. Initial Payment	59,586.00	513918
		Light poles
0228	A010.63	UNDERDECK LUMINAIRE, TYPE UD-250
		S.P. Initial Payment	8,262.50	452219
		Lighting fixtures
0230	A018.30	HIGH MAST LIGHTING UNIT, TYPE T-42.7
		S.P. Initial Payment	68,040.00	495487
		high mast tower fixtures
0237	A070.07	31 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,479.24	117535401
		31mm Conduit
0239	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	3,680.00	117535401
		50 mm Conduit
0252	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Initial Payment	4,974.48	1937638
		# 6 USE Wire
		Total for estimate 0015:	101,095.39
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-923.23	1935
		Epoxy Coated Reinforcing Steel
0146	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-12,733.07	21735
		Steel Sheet Piling
0218	A001.12	PULL BOX, TYPE PB-5
		S.P. Adjustment	-221.80	1928606
		PB-5 Pull boxes
		Total for estimate 0016:	-13,878.10
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,993.20	1935
		Epoxy Coated Reinforcing Steel
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-10,495.03	50749 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-291.28	021733
		Pile Points HP250 x 62
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-15,801.91	021521
		Stockpiled HP360 x 132
		S.P. Adjustment	-385.89	021733
		Pile Points HP360 x 132
0199	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-4,816.54	21735
		Steel Sheet Piling Group 6C
		Total for estimate 0017:	-33,783.85
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0031	3075.51	255 mm CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-1,159.35	1519
		Item 37 Coarse Aggregate
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-54,943.19	1519
		Item 38 Coarse Aggregate
		S.P. Closure	-15,077.52	1522
		Item 38 Fine Aggregate
0035	3089.25	TEMPORARY SURFACING
		S.P. Initial Payment	22,931.74	025-065
		2A Gravel
		S.P. Initial Payment	15,282.85	025-065
		man sand
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,458.52	1935
		Epoxy Coated Reinforcing Steel
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	157,463.67	010828
		Steel for superstructure
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	4,636.00	57815 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	16,998.69	57815 RI
		Stockpiled HP250 x 62
		S.P. Initial Payment	2,154.60	57815 RI
		Pile Points HP250 x 62
0197	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-13,607.41	021520
		Stockpiled HP310 x 79
		S.P. Adjustment	-441.80	021733
		Pile Points HP310 x 79
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Initial Payment	17,849.66	028210
		Stockpiled HP360 x 132
0199	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-4,989.72	21735
		Steel Sheet Piling Group 6C
		Total for estimate 0018:	145,639.70
Est Nbr:	0019
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0143	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,034.33	1935
		Epoxy Coated Reinforcing Steel
0197	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	12,768.00	028559
		Stockpiled HP310 x 79
		Total for estimate 0019:	11,733.67
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-4,073.73	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-1,632.75	51497 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-330.11	021733
		Pile Points HP250 x 62
		Total for estimate 0020:	-6,036.59
Est Nbr:	0021
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0134	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-540.00	E20015
		Anchor Bolts
		S.P. Adjustment	-7,392.15	E20633
		Group 6A Expansion Bearing
0135	6005.83	FIXED BEARING
		S.P. Adjustment	-180.00	E20015
		Anchor Bolts
		S.P. Adjustment	-3,012.85	E20633
		Group 6A Fixed Bearings
0160	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-540.00	E20015
		Anchor Bolts
		S.P. Adjustment	-7,392.15	E20633
		Group 6B Expansion Bearings
0161	6005.83	FIXED BEARING
		S.P. Adjustment	-180.00	E20015
		Anchor Bolts
		S.P. Adjustment	-3,012.85	E20633
		Group 6B Fixed Bearings
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-157,463.67	010828
		Steel for superstructure
		Total for estimate 0021:	-179,713.67
Est Nbr:	0022
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0185	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-3,278.80	E20557
		Group 6C Expansion Devices
0186	6005.83	FIXED BEARING
		S.P. Adjustment	-2,153.92	E20557
		GR 6C Fixed Bearing Device
0189	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-109,909.80	3646
		Precast/Prestressed Concrete Superstr
		Total for estimate 0022:	-115,342.52
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	60,720.42	010908
		Steel for superstructure
		Total for estimate 0024:	60,720.42
Est Nbr:	0025
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	105,743.92	CI108506
		Dowel Baskets
		S.P. Adjustment	-852.57	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-2,285.34	025-065
		2A Gravel
		S.P. Adjustment	-3,374.39	025-065
		man sand
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-715.89	1936
		Epoxy Coated Reinforcing Steel
		Total for estimate 0025:	98,515.73
Est Nbr:	0026
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,467.88	CI108506
		Dowel Baskets
		Total for estimate 0026:	-4,467.88
Est Nbr:	0027
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,620.84	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-1,696.63	025-065
		2A Gravel
		S.P. Adjustment	-2,505.13	025-065
		man sand
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,210.64	1936
		Epoxy Coated Reinforcing Steel
		Total for estimate 0027:	-9,033.24
Est Nbr:	0028
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,058.33	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-2,447.60	025-065
		2A Gravel
		S.P. Adjustment	-3,613.97	025-065
		man sand
0218	A001.12	PULL BOX, TYPE PB-5
		S.P. Closure	-2,328.90	1928606
		PB-5 Pull boxes
0230	A018.30	HIGH MAST LIGHTING UNIT, TYPE T-42.7
		S.P. Adjustment	-51,030.00	495487
		high mast tower fixtures
0237	A070.07	31 mm CONDUIT IN TRENCH
		S.P. Closure	-1,479.24	117535401
		31mm Conduit
0239	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Closure	-3,680.00	117535401
		50 mm Conduit
0252	A080.24	STREET LIGHTING CABLE, NO. 6 USE
		S.P. Closure	-4,974.48	1937638
		# 6 USE Wire
0266	0003.75	TEMPORARY TRAFFIC SIGNAL
		S.P. Closure	-4,084.00	32062
		Video Camera & Cardrack
		Total for estimate 0028:	-77,696.52
Est Nbr:	0029
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,538.31	CI108506
		Dowel Baskets
0159	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,617.40	690026
		Precompressed Polyurethane Foam Joint
0184	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,581.64	690026
		Precompressed Polyurethane Foam Joint
0230	A018.30	HIGH MAST LIGHTING UNIT, TYPE T-42.7
		S.P. Adjustment	-17,010.00	495487
		high mast tower fixtures
		Total for estimate 0029:	-25,747.35
Est Nbr:	0030
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,336.84	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-3,739.92	025-065
		2A Gravel
		S.P. Adjustment	-5,522.12	025-065
		man sand
		Total for estimate 0030:	-12,598.88
Est Nbr:	0031
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-825.85	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-201.98	025-065
		2A Gravel
		S.P. Adjustment	-267.24	025-065
		man sand
		Total for estimate 0031:	-1,295.07
Est Nbr:	0032
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-4,285.46	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-404.56	025-065
		2A Gravel
0224	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Adjustment	-294.00	467594
		SLS Fixtures
		S.P. Adjustment	-29,793.00	513918
		Light poles
		Total for estimate 0032:	-34,777.02
Est Nbr:	0033
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,579.15	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-1,504.93	025-065
		2A Gravel
		Total for estimate 0033:	-7,084.08
Est Nbr:	0034
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,817.30	CI108506
		Dowel Baskets
0133	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,678.06	690026
		Precompressed Polyurethane Foam Joint
0139	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	61,431.64	010975
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	67,315.65	010975
		Steel for Superstructure
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-681.71	50749 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-1,415.72	51497 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-58.21	021733
		Pile Points HP250 x 62
		Total for estimate 0034:	122,096.29
Est Nbr:	0035
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-636.25	CI108506
		Dowel Baskets
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-4,329.44	51497 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-120.16	021733
		Pile Points HP250 x 62
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Adjustment	-12,730.28	028210
		Stockpiled HP360 x 132
		S.P. Adjustment	-242.73	021733
		Pile Points HP360 x 132
		Total for estimate 0035:	-18,058.86
Est Nbr:	0036
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-6,612.99	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-73.26	025-065
		2A Gravel
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	11,517.81	2914
		Resteel Group 6B
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Closure	-10,376.80	51497 RI
		Stockpiled HP250 x 62
		S.P. Closure	-4,636.00	57815 RI
		Stockpiled HP250 x 62
		S.P. Closure	-16,998.69	57815 RI
		Stockpiled HP250 x 62
		S.P. Closure	-274.23	021733
		Pile Points HP250 x 62
		S.P. Adjustment	-298.66	57815 RI
		Pile Points HP250 x 62
0197	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Closure	-24,682.96	021520
		Stockpiled HP310 x 79
		S.P. Closure	-12,768.00	028559
		Stockpiled HP310 x 79
		S.P. Closure	-1,362.40	021733
		Pile Points HP310 x 79
0198	6210.21	HP 360 mm X 132 kg STEEL PILING
		S.P. Closure	-5,119.38	028210
		Stockpiled HP360 x 132
		S.P. Closure	-552.73	021733
		Pile Points HP360 x 132
		Total for estimate 0036:	-72,238.29
Est Nbr:	0037
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-8,523.49	CI108506
		Dowel Baskets
		Total for estimate 0037:	-8,523.49
Est Nbr:	0038
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-874.25	CI108506
		Dowel Baskets
0199	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-14,749.97	21735
		Steel Sheet Piling Group 6C
		Total for estimate 0038:	-15,624.22
Est Nbr:	0039
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,529.21	CI108506
		Dowel Baskets
0189	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-164,480.40	3646
		Precast/Prestressed Concrete Superstr
		Total for estimate 0039:	-168,009.61
Est Nbr:	0040
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Initial Payment	85,992.35	101650
		Steel for superstructure
		Total for estimate 0040:	85,992.35
Est Nbr:	0041
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0171	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-4,501.07	51497 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-190.27	021733
		Pile Points HP250 x 62
0172	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-4,270.83	21735
		Steel Sheet Piling Group 6B
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	24,812.58	3107&3108
		Epoxy Coated Reinf St Gr 6c
		S.P. Adjustment	-754.51	3107&3108
		Epoxy Coated Reinf St Gr 6c
		Total for estimate 0041:	15,095.90
Est Nbr:	0042
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-3,610.64	2914
		Resteel Group 6B
0185	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-4,918.20	E20557
		Group 6C Expansion Devices
0186	6005.83	FIXED BEARING
		S.P. Adjustment	-3,230.88	E20557
		GR 6C Fixed Bearing Device
		Total for estimate 0042:	-11,759.72
Est Nbr:	0043
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0160	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-432.00	E20015
		Anchor Bolts
		S.P. Adjustment	-5,913.72	E20633
		Group 6B Expansion Bearings
0161	6005.83	FIXED BEARING
		S.P. Adjustment	-144.00	E20015
		Anchor Bolts
		S.P. Adjustment	-2,410.28	E20633
		Group 6B Fixed Bearings
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-60,720.42	010908
		Steel for superstructure
		S.P. Adjustment	-28,635.45	101650
		Steel for superstructure
		S.P. Adjustment	-67,315.64	010975
		Steel for Superstructure
0194	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-24,058.07	3107&3108
		Epoxy Coated Reinf St Gr 6c
		Total for estimate 0043:	-189,629.58
Est Nbr:	0044
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0159	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-1,399.68	690026
		Precompressed Polyurethane Foam Joint
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Closure	-0.01	010975
		Steel for Superstructure
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-793.72	2914
		Resteel Group 6B
0196	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Closure	-1,855.94	57815 RI
		Pile Points HP250 x 62
		Total for estimate 0044:	-4,049.35
Est Nbr:	0045
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0159	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-388.80	690026
		Precompressed Polyurethane Foam Joint
		Total for estimate 0045:	-388.80
Est Nbr:	0046
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0169	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-7,113.45	2914
		Resteel Group 6B
		Total for estimate 0046:	-7,113.45
Est Nbr:	0047
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-519.74	CI108506
		Dowel Baskets
0165	6071.12	STEEL SUPERSTRUCTURE
		S.P. Closure	-57,356.90	101650
		Steel for superstructure
		Total for estimate 0047:	-57,876.64
Est Nbr:	0048
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-404.98	CI108506
		Dowel Baskets
0133	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Closure	-1,774.48	690026
		Precompressed Polyurethane Foam Joint
0184	6005.35	PRECOMPRESSED POLYURETHANE FOAM JOINT
		S.P. Adjustment	-2,346.80	690026
		Precompressed Polyurethane Foam Joint
		Total for estimate 0048:	-4,526.26
Est Nbr:	0049
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,713.72	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Adjustment	-8.31	025-065
		2A Gravel
		Total for estimate 0049:	-3,722.03
Est Nbr:	0050
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,257.01	CI108506
		Dowel Baskets
		Total for estimate 0050:	-2,257.01
Est Nbr:	0051
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-197.85	CI108506
		Dowel Baskets
0035	3089.25	TEMPORARY SURFACING
		S.P. Closure	-10,569.21	025-065
		2A Gravel
		Total for estimate 0051:	-10,767.06
Est Nbr:	0052
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-46.68	CI108506
		Dowel Baskets
		Total for estimate 0052:	-46.68
Est Nbr:	0053
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0145	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Adjustment	-3,498.25	50678 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-3,023.94	51497 RI
		Stockpiled HP250 x 62
		S.P. Adjustment	-377.30	021733
		Pile Point HP250 x 62
0146	6310.00	STEEL SHEET PILING
		S.P. Adjustment	-3,984.37	21735
		Steel Sheet Piling
		Total for estimate 0053:	-10,883.86
Est Nbr:	0054
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0032	3075.55	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Closure	-44,045.22	CI108506
		Dowel Baskets
0134	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Closure	-432.00	E20015
		Anchor Bolts
		S.P. Closure	-5,913.72	E20633
		Group 6A Expansion Bearing
0135	6005.83	FIXED BEARING
		S.P. Closure	-144.00	E20015
		Anchor Bolts
		S.P. Closure	-2,410.28	E20633
		Group 6A Fixed Bearings
0139	6071.12	STEEL SUPERSTRUCTURE
		S.P. Adjustment	-61,431.64	010975
0145	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Closure	-1,412.27	51497 RI
		Stockpiled HP250 x 62
		S.P. Closure	-69.36	021733
		Pile Point HP250 x 62
0224	A009.07	STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25
		S.P. Closure	-294.00	467594
		SLS Fixtures
		S.P. Closure	-29,793.00	513918
		Light poles
0228	A010.63	UNDERDECK LUMINAIRE, TYPE UD-250
		S.P. Closure	-8,262.50	452219
		Lighting fixtures
		Total for estimate 0054:	-154,207.99
		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 3 CONCRETE PAVEMENT
4030                          9179.54	2.38	0.000	0.00
COLD MILLING, CLASS 4	m2	10,222.000	24,328.36
TYPE A		0.000	0.00
		0.000	0.00
4031                          9005.55	43.00	0.000	0.00
ASPHALTIC CONCRETE, TYPE SP5(12.5)	Mg	1,172.000	50,396.00
		0.000	0.00
		0.000	0.00
4032                          9021.04	336.00	0.000	0.00
PERFORMANCE GRADED BINDER (70-28)	Mg	64.000	21,504.00
		0.000	0.00
		0.000	0.00
4033                          9053.00	0.41	0.000	0.00
TACK COAT	L	7,500.000	3,075.00
		0.000	0.00
		0.000	0.00
4034                          7490.04	1.65	0.000	0.00
100 mm WHITE THERMOPLASTIC	m	700.000	1,155.00
		0.000	0.00
		0.000	0.00
4035                          7490.12	4.95	0.000	0.00
300 mm WHITE THERMOPLASTIC	m	310.000	1,534.50
		0.000	0.00
		0.000	0.00
4036                          7500.33	247.50	0.000	0.00
ARROW	EACH	4.000	990.00
Left Turn		0.000	0.00
		0.000	0.00
4037                          0030.30	10,181.85	1.000	10,181.85
MOBILIZATION	LS	2.000	20,363.70
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	0.00
		Current	113,164.71
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
4041                          A507.20	6,294.75	0.000	0.00
INSTALL VIDEO CAMERA	EACH	2.000	12,589.50
UltraDome KD6 WeatherDomew/ Power Supply		0.000	0.00
		0.000	0.00
4042                          A820.00	1,480.50	0.000	0.00
CABINET	EACH	3.000	4,441.50
Climate Control		0.000	0.00
		0.000	0.00
4044                          A580.94	3,039.75	0.000	0.00
INSTALL	EACH	3.000	9,119.25
Radio TransmitterAlvarion DS5800 RB		0.000	0.00
		0.000	0.00
4045                          A580.94	3,344.25	0.000	0.00
INSTALL	EACH	3.000	10,032.75
Radio TransmitterAlverion DS5800 BU		0.000	0.00
		0.000	0.00
4046                          A401.05	2,352.00	0.000	0.00
MODIFY LIGHTING CONTROL CENTER	EACH	1.000	2,352.00
Supply Constant Power		0.000	0.00
		0.000	0.00
4047                          A580.94	1,932.00	0.000	0.00
INSTALL	EACH	2.000	3,864.00
Axis-2401 Video Server		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	0.00
		Current	42,399.00
		In place	0.00
		This Estimate	0.00
GROUP 1 GRADING
0001                          L006.00	157.00	12.400	1,946.80
COVER CROP SEEDING	ha	12.400	1,946.80
		1.930	303.01
		0.000	0.00
0002                          L020.00	1.60	6,314.000	10,102.40
EROSION CONTROL	m2	6,314.000	10,102.40
		1,573.055	2,516.89
		0.000	0.00
0003                          L020.02	1.60	2,683.000	4,292.80
EROSION CONTROL, TYPE B	m2	2,683.000	4,292.80
		0.000	0.00
		0.000	0.00
0004                          L020.03	2.10	80.000	168.00
EROSION CONTROL, TYPE C	m2	80.000	168.00
		0.000	0.00
		0.000	0.00
0005                          L020.09	21.00	112.800	2,368.80
EROSION CONTROL, TYPE AAA	m2	112.800	2,368.80
		60.750	1,275.75
		0.000	0.00
0006                          L022.11	4.70	1,639.000	7,703.30
FABRIC SILT FENCE-LOW POROSITY	m	1,639.000	7,703.30
		2,459.000	11,557.30
		0.000	0.00
0007                          L022.12	10.45	80.000	836.00
FABRIC SILT FENCE-HIGH POROSITY	m	80.000	836.00
		79.000	825.55
		0.000	0.00
0008                          0030.10	4,500.00	1.000	4,500.00
MOBILIZATION	LS	1.000	4,500.00
		1.000	4,500.00
		0.000	0.00
0009                          1009.00	15,400.00	1.000	15,400.00
GENERAL CLEARING AND GRUBBING	LS	1.000	15,400.00
		0.900	13,860.00
		0.000	0.00
0010                          1010.01	2.80	7,005.000	19,614.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	7,005.000	19,614.00
		7,956.470	22,278.11
		3,258.000	9,122.40
0011                          1011.00	3.25	746.000	2,424.50
WATER	kL	746.000	2,424.50
		0.000	0.00
		0.000	0.00
0012                          1030.00	4.90	74,414.000	364,628.60
EARTHWORK MEASURED IN EMBANKMENT	m3	74,414.000	364,628.60
		74,414.000	364,628.61
		-514.300	-2,520.07
0013                          1101.25	8.20	2,525.000	20,705.00
SAWING PAVEMENT	m	2,525.000	20,705.00
		4,369.490	35,829.83
		0.000	0.00
0014                          1102.00	1.80	20,305.000	36,549.00
REMOVE ASPHALT SURFACE	m2	20,305.000	36,549.00
		20,376.578	36,677.85
		0.000	0.00
0015                          1109.00	13.00	131.000	1,703.00
REMOVE CURB	m	131.000	1,703.00
		136.350	1,772.55
		0.000	0.00
0016                          1111.00	6.30	794.000	5,002.20
REMOVE FENCE	m	794.000	5,002.20
		772.440	4,866.37
		0.000	0.00
0017                          1122.01	5.20	967.900	5,033.08
REMOVE CONCRETE MEDIAN SURFACING	m2	967.900	5,033.08
		749.857	3,899.26
		0.000	0.00
0018                          1123.00	5.30	1,616.000	8,564.80
REMOVE CONCRETE DITCH LINER	m2	1,616.000	8,564.80
		2,560.991	13,573.25
		0.000	0.00
0019                          3275.20	7.50	51,412.000	385,590.00
CRUSH CONCRETE PAVEMENT	m2	51,412.000	385,590.00
		52,045.173	390,338.85
		566.648	4,249.86
0020                          6300.00	315.00	280.000	88,200.00
CONCRETE SHEET PILING	m2	0.000	0.00
		0.000	0.00
		0.000	0.00
0021                          7017.00	6.80	1,861.000	12,654.80
REMOVE GUARDRAIL	m	1,861.000	12,654.80
		1,735.550	11,801.73
		0.000	0.00
0022                          9110.01	70.00	50.000	3,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	50.000	3,500.00
		7.500	525.00
		0.000	0.00
0023                          9110.03	48.00	50.000	2,400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	50.000	2,400.00
		8.880	426.24
		0.000	0.00
0024                          9110.07	38.00	50.000	1,900.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	50.000	1,900.00
		0.000	0.00
		0.000	0.00
4009                          4093.80	457.70	0.000	0.00
WALL MATERIALS	m2	110.000	50,347.00
Modular block anchor wall, Special		110.000	50,347.00
		0.000	0.00
4025                          9110.02	75.00	0.000	0.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	750.00
		0.000	0.00
		0.000	0.00
4026                          6105.01	39.68	0.000	0.00
ROCK RIPRAP, TYPE "A"	Mg	80.000	3,174.40
		52.510	2,083.59
		0.000	0.00
GROUP 1 GRADING		Contracted	1,005,787.08
		Current	971,858.48
		In place	973,886.74
		This Estimate	10,852.19
GROUP 3 CONCRETE PAVEMENT
0025                          0030.30	70,000.00	1.000	70,000.00
MOBILIZATION	LS	1.000	70,000.00
		0.500	35,000.01
		0.000	0.00
0026                          3008.05	7.95	217.000	1,725.15
TIE BARS	EACH	217.000	1,725.15
		711.000	5,652.45
		0.000	0.00
0027                          3011.23	51.00	106.000	5,406.00
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	106.000	5,406.00
		0.000	0.00
		0.000	0.00
0028                          3011.24	33.55	457.600	15,352.48
CONCRETE CLASS 47B-25 CURB TYPE II	m	457.600	15,352.48
		2.200	73.81
		0.000	0.00
0029                          3017.40	38.00	802.100	30,479.80
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	802.100	30,479.80
		504.064	19,154.43
		0.000	0.00
0030                          3017.41	43.00	204.800	8,806.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	204.800	8,806.40
150 mm		0.000	0.00
		0.000	0.00
0031                          3075.51	35.50	14,779.600	524,675.80
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	14,779.600	524,675.80
		13,059.423	463,609.53
		0.000	0.00
0032                          3075.55	37.50	34,806.000	1,305,225.00
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	34,806.000	1,305,225.00
		36,859.205	1,382,220.23
		498.684	18,700.65
0033                          3075.71	36.50	10,936.000	399,164.00
305 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	10,936.000	399,164.00
		10,608.330	387,204.04
		4,334.083	158,194.03
0034                          3075.75	39.50	18,865.000	745,167.50
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	18,865.000	745,167.50
		19,310.376	762,759.85
		4,059.360	160,344.72
0035                          3089.25	25.00	26,752.000	668,800.00
TEMPORARY SURFACING	m2	26,872.181	671,804.53
		28,197.393	704,934.86
		0.000	0.00
0036                          6010.40	575.00	18.500	10,637.50
CLASS 47BD-30 CONCRETE FOR BARRIER	m3	18.500	10,637.50
		18.500	10,637.50
		0.000	0.00
0037                          6131.61	2.10	1,916.000	4,023.60
EPOXY COATED REINFORCING STEEL FOR BARRIER	kg	1,916.000	4,023.60
		1,916.000	4,023.60
		0.000	0.00
0038                          7502.14	8.50	10,500.000	89,250.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	10,500.000	89,250.00
		0.000	0.00
		0.000	0.00
0039                          7503.14	8.50	9,000.000	76,500.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	9,000.000	76,500.00
		0.000	0.00
		0.000	0.00
0040                          7508.04	22.30	1,800.000	40,140.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	1,800.000	40,140.00
		0.000	0.00
		0.000	0.00
0041                          8032.04	2.40	82,642.000	198,340.80
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	82,642.000	198,340.80
		79,616.545	191,079.71
		8,892.127	21,341.11
0042                          8060.05	118.00	174.000	20,532.00
GRANULAR SUBDRAIN	EACH	174.000	20,532.00
		0.000	0.00
		0.000	0.00
0043                          9111.00	3.40	1,512.000	5,140.80
WATER	kL	1,512.000	5,140.80
		69.557	236.50
		13.628	46.34
0044                          9170.00	530.00	130.452	69,139.56
EARTH SHOULDER CONSTRUCTION	StaM	130.452	69,139.56
		92.922	49,248.66
		0.000	0.00
0045                          9170.50	2,135.00	5.150	10,995.25
MEDIAN CONSTRUCTION	StaM	5.150	10,995.25
		4.840	10,333.40
		0.000	0.00
0046                          9173.20	1.85	82,642.000	152,887.70
SUBGRADE PREPARATION	m2	82,642.000	152,887.70
		79,805.153	147,639.52
		8,892.127	16,450.44
0047                          9179.34	1.35	47,081.000	63,559.35
COLD MILLING, CLASS 4	m2	47,081.000	63,559.35
		29,135.644	39,333.10
		0.000	0.00
0048                          9185.77	144.00	35.650	5,133.60
RUMBLE STRIPS, CONCRETE	StaM	35.650	5,133.60
		36.211	5,214.38
		17.610	2,535.84
0049                          9188.50	13.50	1,454.000	19,629.00
SURFACING UNDER GUARDRAIL	m2	1,454.000	19,629.00
		1,022.068	13,797.92
		0.000	0.00
4024                          4764.54	21.32	0.000	0.00
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN	m	250.000	5,330.00
W/ fabric lining		123.600	2,635.15
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	4,540,711.29
		Current	4,549,045.81
		In place	4,234,788.65
		This Estimate	377,613.13
GROUP 4 CULVERTS
0050                          P120.18	123.40	2.000	246.80
450 mm CULVERT PIPE, TYPE 2	m	2.000	246.80
		2.000	246.80
		0.000	0.00
0051                          P120.30	190.30	7.000	1,332.10
750 mm CULVERT PIPE, TYPE 2	m	7.000	1,332.10
		6.000	1,141.80
		0.000	0.00
0052                          P127.30	242.00	48.000	11,616.00
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2	m	48.000	11,616.00
		46.000	11,132.00
		0.000	0.00
0053                          P300.24	98.30	24.000	2,359.20
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	24.000	2,359.20
		31.500	3,096.45
		0.000	0.00
0054                          P400.18	99.30	15.000	1,489.50
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	15.000	1,489.50
		15.000	1,489.50
		0.000	0.00
0055                          P400.24	114.00	171.000	19,494.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	171.000	19,494.00
		177.500	20,235.00
		0.000	0.00
0056                          P400.30	133.00	59.000	7,847.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	59.000	7,847.00
		59.000	7,847.00
		0.000	0.00
0057                          P402.15	87.00	118.500	10,309.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	118.500	10,309.50
		118.500	10,309.50
		0.000	0.00
0058                          P402.18	91.00	10.000	910.00
450 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	10.000	910.00
		30.000	2,730.00
		0.000	0.00
0059                          P402.24	98.00	12.500	1,225.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	12.500	1,225.00
		33.000	3,234.00
		0.000	0.00
0060                          P700.24	150.00	191.300	28,695.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	191.300	28,695.00
		191.300	28,695.00
		0.000	0.00
0061                          P700.30	190.00	253.100	48,089.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	253.100	48,089.00
		252.100	47,899.00
		0.000	0.00
0062                          0030.40	13,600.00	1.000	13,600.00
MOBILIZATION	LS	1.000	13,600.00
		1.000	13,600.00
		0.000	0.00
0063                          1119.00	210.00	29.000	6,090.00
REMOVE INLET	EACH	29.000	6,090.00
		26.000	5,460.00
		0.000	0.00
0064                          1119.50	210.00	1.000	210.00
REMOVE JUNCTION BOX	EACH	1.000	210.00
		1.000	210.00
		0.000	0.00
0065                          4002.00	2.60	399.000	1,037.40
CAST IRON COVER AND FRAME	kg	399.000	1,037.40
		285.000	741.00
		0.000	0.00
0066                          4004.50	2.60	6,408.000	16,660.80
CAST IRON GRATE AND FRAME	kg	6,408.000	16,660.80
		6,207.000	16,138.20
		0.000	0.00
0067                          4018.00	366.00	1.000	366.00
TAPPING EXISTING STRUCTURE	EACH	1.000	366.00
		0.000	0.00
		0.000	0.00
0068                          4035.00	157.00	2.000	314.00
REMOVE FLARED-END SECTION	EACH	2.000	314.00
		5.000	785.00
		0.000	0.00
0069                          4035.25	261.00	2.000	522.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	2.000	522.00
		4.000	1,044.00
		0.000	0.00
0070                          4040.00	157.00	19.000	2,983.00
REMOVE HEADWALLS FROM CULVERTS	EACH	19.000	2,983.00
		8.000	1,256.00
		0.000	0.00
0071                          4050.01	17.80	1,562.300	27,808.94
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	1,562.300	27,808.94
		1,582.360	28,166.01
		0.000	0.00
0072                          4100.06	1,882.00	0.430	809.26
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	0.430	809.26
		0.430	809.26
		0.000	0.00
0073                          4105.59	951.00	59.120	56,223.12
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	59.120	56,223.12
		62.700	59,627.70
		0.000	0.00
0074                          4107.07	470.00	1.530	719.10
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.530	719.10
		3.580	1,682.60
		0.000	0.00
0075                          4130.06	3,660.00	0.180	658.80
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.180	658.80
		0.180	658.80
		0.000	0.00
0076                          4150.00	2.30	20.000	46.00
REINFORCING STEEL FOR HEADWALL	kg	20.000	46.00
		20.000	46.00
		0.000	0.00
0077                          4155.50	2.30	2,605.000	5,991.50
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	2,605.000	5,991.50
		2,841.600	6,535.68
		0.000	0.00
0078                          4157.00	2.30	76.000	174.80
REINFORCING STEEL FOR COLLARS	kg	76.000	174.80
		99.500	228.85
		0.000	0.00
0079                          4310.15	62.75	4.000	251.00
375 mm FLARED-END SECTION	EACH	4.000	251.00
		4.000	251.00
		0.000	0.00
0080                          4310.18	99.30	1.000	99.30
450 mm FLARED-END SECTION	EACH	1.000	99.30
		1.000	99.30
		0.000	0.00
0081                          4310.24	115.00	12.000	1,380.00
600 mm FLARED-END SECTION	EACH	12.000	1,380.00
		13.000	1,495.00
		0.000	0.00
0082                          4310.30	210.00	5.000	1,050.00
750 mm FLARED-END SECTION	EACH	5.000	1,050.00
		4.000	840.00
		0.000	0.00
0083                          4320.30	602.00	1.000	602.00
750 mm ROUND EQUIVALENT FLARED-END SECTION	EACH	1.000	602.00
		1.000	602.00
		0.000	0.00
0084                          4325.24	617.00	2.000	1,234.00
600 mm SAFETY SLOPED END SECTION	EACH	2.000	1,234.00
		0.000	0.00
		0.000	0.00
0085                          4461.18	303.00	1.000	303.00
INSTALL 450 mm CONCRETE FLARED-END SECTION	EACH	1.000	303.00
		0.000	0.00
		0.000	0.00
0086                          4461.30	402.00	1.000	402.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	1.000	402.00
		0.000	0.00
		0.000	0.00
0087                          4670.05	105.00	23.500	2,467.50
CULVERT SANDFILL	m3	23.500	2,467.50
		11.500	1,207.50
		0.000	0.00
4006                          4976.05	1,586.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,586.00
Adjustment of Inlet to grade @ 514+39		1.000	1,586.00
		0.000	0.00
4028                          4810.18	577.68	0.000	0.00
JACKING 450 mm STEEL CASING	m	22.000	12,708.96
		0.000	0.00
		0.000	0.00
4040                          4976.05	1,453.73	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,453.73
Remove concrete rubble		1.000	1,453.73
		0.000	0.00
GROUP 4 CULVERTS		Contracted	275,616.62
		Current	291,365.31
		In place	282,579.68
		This Estimate	0.00
GROUP 4A CULVERT AT STA. 507+41
0088                          0030.40	10,500.00	1.000	10,500.00
MOBILIZATION	LS	1.000	10,500.00
		1.000	10,500.00
		0.000	0.00
0089                          4045.00	8,400.00	1.000	8,400.00
REMOVE STRUCTURE	EACH	1.000	8,400.00
AT STA. 507+41		1.000	8,400.00
		0.000	0.00
0090                          4051.01	18.80	1,842.000	34,629.60
EXCAVATION FOR BOX CULVERTS	m3	1,842.000	34,629.60
		2,075.260	39,014.89
		0.000	0.00
0091                          4101.06	330.00	270.280	89,192.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	270.280	89,192.40
		275.000	90,750.00
		0.000	0.00
0092                          4151.00	1.05	17,845.000	18,737.25
REINFORCING STEEL FOR BOX CULVERT	kg	17,845.000	18,737.25
		18,163.000	19,071.16
		0.000	0.00
6010                          4051.12	33.00	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	30.000	990.00
		132.560	4,374.48
		0.000	0.00
GROUP 4A CULVERT AT STA. 507+41		Contracted	161,459.25
		Current	162,449.25
		In place	172,110.53
		This Estimate	0.00
GROUP 5 SEEDING
0093                          L001.02	1,200.00	12.400	14,880.00
SEEDING, TYPE B	ha	12.400	14,880.00
		0.000	0.00
		0.000	0.00
0094                          L004.18	2,450.00	1.200	2,940.00
SEEDING, TYPE WILDFLOWER	ha	1.200	2,940.00
		0.000	0.00
		0.000	0.00
0095                          L032.75	62.75	56.000	3,514.00
MULCH	Mg	56.000	3,514.00
		0.000	0.00
		0.000	0.00
0096                          0030.50	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	22,334.00
		Current	22,334.00
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 209+88.20 LT.
0124                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		880.500	704.40
		0.000	0.00
0125                          0030.60	114,000.00	1.000	114,000.00
MOBILIZATION	LS	1.000	114,000.00
		1.000	114,000.00
		0.000	0.00
0126                          1010.01	5.30	1,060.000	5,618.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,060.000	5,618.00
		1,060.000	5,618.00
		583.000	3,089.90
0127                          3050.15	215.00	227.500	48,912.50
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	227.500	48,912.50
		110.600	23,779.00
		0.000	0.00
0128                          3051.10	1.25	13,550.000	16,937.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	13,550.000	16,937.50
		6,678.000	8,347.50
		0.000	0.00
0129                          6000.10	6,100.00	1.000	6,100.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,100.00
		1.000	6,100.00
		0.000	0.00
0130                          6000.11	6,100.00	1.000	6,100.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,100.00
		1.000	6,100.00
		0.000	0.00
0131                          6000.60	10,000.00	1.000	10,000.00
PIER NO.1 EXCAVATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00
0132                          6000.61	9,900.00	1.000	9,900.00
PIER NO.2 EXCAVATION	LS	1.000	9,900.00
		1.000	9,900.00
		0.000	0.00
0133                          6005.35	121.00	44.400	5,372.40
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	44.400	5,372.40
		21.580	2,611.18
		0.000	0.00
0134                          6005.78	746.00	27.000	20,142.00
EXPANSION BEARING, TFE TYPE	EACH	27.000	20,142.00
		27.000	20,142.00
		12.000	8,952.00
0135                          6005.83	770.00	9.000	6,930.00
FIXED BEARING	EACH	9.000	6,930.00
		9.000	6,930.00
		4.000	3,080.00
0136                          6010.22	330.00	326.400	107,712.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	326.400	107,712.00
		326.400	107,712.00
		78.704	25,972.32
0137                          6010.26	400.00	377.900	151,160.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	377.900	151,160.00
		188.297	75,318.80
		0.000	0.00
0138                          6030.00	40,555.00	1.000	40,555.00
PREPARATION OF BRIDGE	EACH	1.000	40,555.00
AT STA. 209+88.20, 9.6 m LT.		1.000	40,555.01
		0.000	0.00
0139                          6071.12	364,000.00	1.000	364,000.00
STEEL SUPERSTRUCTURE	LS	1.000	364,000.00
AT STA. 209+88.20, 9.6 m LT.		1.000	364,000.00
		0.444	161,616.00
0140                          6080.00	4.45	4,290.000	19,090.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	4,290.000	19,090.50
		4,290.000	19,090.50
		2,112.000	9,398.40
0141                          6104.00	3.75	635.000	2,381.25
BROKEN CONCRETE RIPRAP	Mg	635.000	2,381.25
		259.142	971.78
		0.000	0.00
0142                          6105.02	23.00	680.000	15,640.00
ROCK RIPRAP, TYPE B	Mg	680.000	15,640.00
		104.827	2,411.02
		0.000	0.00
0143                          6131.50	1.25	83,300.000	104,125.00
EPOXY COATED REINFORCING STEEL	kg	83,300.000	104,125.00
		67,224.000	84,030.00
		0.000	0.00
0144                          6139.50	23.50	105.000	2,467.50
SUBSURFACE DRAINAGE MATTING	m2	105.000	2,467.50
		39.174	920.59
		0.000	0.00
0145                          6210.12	51.40	1,597.200	82,096.08
HP 250 mm X 62 kg STEEL PILING	m	1,597.200	82,096.08
		1,544.290	79,376.51
		0.000	0.00
0146                          6310.00	97.75	272.000	26,588.00
STEEL SHEET PILING	m2	272.000	26,588.00
		272.000	26,588.00
		0.000	0.00
0147                          6510.60	7,400.00	1.000	7,400.00
BRIDGE SHORING	LS	1.000	7,400.00
		0.000	0.00
		0.000	0.00
0148                          6601.15	46.00	103.300	4,751.80
38 mm CONDUIT IN BRIDGE	m	103.300	4,751.80
		92.900	4,273.40
		0.000	0.00
0149                          8091.00	18.60	290.000	5,394.00
GRANULAR BACKFILL	m3	290.000	5,394.00
		140.000	2,604.00
		0.000	0.00
6007                          6210.32	30.78	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	60.600	1,865.27
Pay Cut-Off		67.700	2,083.81
		0.000	0.00
6008                          6210.61	106.20	0.000	0.00
PILE SPLICE	EACH	8.000	849.60
Pile Splice		9.000	955.80
		0.000	0.00
6009                          6003.00	33.00	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	23.812	785.80
Crushed Rock for unsuitable material removed		47.624	1,571.59
		0.000	0.00
GROUP 6A BRIDGE AT STA. 209+88.20 LT.		Contracted	1,183,773.53
		Current	1,187,274.19
		In place	1,026,694.89
		This Estimate	212,108.62
GROUP 6B BRIDGE AT STA. 209+88.20 RT.
0150                          0020.00	0.80	500.000	400.00
TRAINING	HOUR	500.000	400.00
		152.500	122.00
		0.000	0.00
0151                          0030.60	111,000.00	1.000	111,000.00
MOBILIZATION	LS	1.000	111,000.00
		1.000	111,000.00
		0.000	0.00
0152                          1010.01	5.30	1,215.000	6,439.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	1,215.000	6,439.50
		1,215.000	6,439.51
		0.000	0.00
0153                          3050.15	214.00	224.400	48,021.60
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	224.400	48,021.60
		224.400	48,021.60
		0.000	0.00
0154                          3051.10	1.25	13,905.000	17,381.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	13,905.000	17,381.25
		13,260.000	16,575.01
		0.000	0.00
0155                          6000.10	6,215.00	1.000	6,215.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	6,215.00
		1.000	6,215.00
		0.000	0.00
0156                          6000.11	6,215.00	1.000	6,215.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,215.00
		1.000	6,215.00
		0.000	0.00
0157                          6000.60	8,230.00	1.000	8,230.00
PIER NO.1 EXCAVATION	LS	1.000	8,230.00
		1.000	8,230.00
		0.000	0.00
0158                          6000.61	8,640.00	1.000	8,640.00
PIER NO.2 EXCAVATION	LS	1.000	8,640.00
		1.000	8,640.00
		0.000	0.00
0159                          6005.35	119.00	43.800	5,212.20
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	43.800	5,212.20
		43.800	5,212.20
		0.000	0.00
0160                          6005.78	750.00	27.000	20,250.00
EXPANSION BEARING, TFE TYPE	EACH	27.000	20,250.00
		27.000	20,250.00
		0.000	0.00
0161                          6005.83	770.00	9.000	6,930.00
FIXED BEARING	EACH	9.000	6,930.00
		9.000	6,930.00
		0.000	0.00
0162                          6010.22	323.00	274.800	88,760.40
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	274.800	88,760.40
		280.100	90,472.30
		0.000	0.00
0163                          6010.26	402.00	372.900	149,905.80
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	372.900	149,905.80
		376.800	151,473.59
		0.000	0.00
0164                          6030.00	42,200.00	1.000	42,200.00
PREPARATION OF BRIDGE	EACH	1.000	42,200.00
AT STA. 209+88.20, 9.6 m RT.		1.000	42,200.00
		0.000	0.00
0165                          6071.12	362,500.00	1.000	362,500.00
STEEL SUPERSTRUCTURE	LS	1.000	362,500.00
AT STA. 209+88.20, 9.6 m RT.		1.000	362,500.00
		0.000	0.00
0166                          6080.00	4.45	4,180.000	18,601.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	4,180.000	18,601.00
		4,180.000	18,601.01
		0.000	0.00
0167                          6104.00	3.75	795.000	2,981.25
BROKEN CONCRETE RIPRAP	Mg	795.000	2,981.25
		237.686	891.32
		0.000	0.00
0168                          6105.02	22.80	810.000	18,468.00
ROCK RIPRAP, TYPE B	Mg	810.000	18,468.00
		1,391.041	31,715.75
		0.000	0.00
0169                          6131.50	1.25	76,525.000	95,656.25
EPOXY COATED REINFORCING STEEL	kg	76,525.000	95,656.25
		76,371.500	95,464.41
		0.000	0.00
0170                          6139.50	23.50	105.000	2,467.50
SUBSURFACE DRAINAGE MATTING	m2	105.000	2,467.50
		105.000	2,467.50
		0.000	0.00
0171                          6210.12	51.30	1,229.800	63,088.74
HP 250 mm X 62 kg STEEL PILING	m	1,229.800	63,088.74
		1,299.090	66,643.33
		0.000	0.00
0172                          6310.00	106.00	215.500	22,843.00
STEEL SHEET PILING	m2	215.500	22,843.00
		231.899	24,581.29
		0.000	0.00
0173                          6510.60	6,420.00	1.000	6,420.00
BRIDGE SHORING	LS	1.000	6,420.00
		1.000	6,420.00
		0.000	0.00
0174                          6601.15	46.00	103.300	4,751.80
38 mm CONDUIT IN BRIDGE	m	103.300	4,751.80
		103.300	4,751.80
		0.000	0.00
0175                          8091.00	18.60	300.000	5,580.00
GRANULAR BACKFILL	m3	300.000	5,580.00
		300.000	5,580.00
		0.000	0.00
4038                          6020.11	1,268.73	0.000	0.00
MODIFICATION OF REINFORCING STEEL	EACH	1.000	1,268.73
Abutments		1.000	1,268.73
		0.000	0.00
4039                          6990.01	5,230.91	0.000	0.00
MODIFY	LS	1.000	5,230.91
Girder seat elevations on piers phase 5		1.000	5,230.91
		0.000	0.00
6004                          6210.32	30.78	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	1.410	43.40
Pay Cut-Off (Pier 1)		32.680	1,005.89
		0.000	0.00
6005                          6210.61	106.20	0.000	0.00
PILE SPLICE	EACH	16.000	1,699.20
Pile Splice (Pier 1)		29.000	3,079.80
		0.000	0.00
6006                          6003.00	33.00	0.000	0.00
GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS	m3	8.450	278.85
Crushed Rock for unsuitable material removed		17.410	574.53
		0.000	0.00
GROUP 6B BRIDGE AT STA. 209+88.20 RT.		Contracted	1,129,158.29
		Current	1,137,679.38
		In place	1,158,772.48
		This Estimate	0.00
GROUP 6C BRIDGE AT STA. 510+00.00
0176                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		537.500	430.00
		0.000	0.00
0177                          0030.60	220,000.00	1.000	220,000.00
MOBILIZATION	LS	1.000	220,000.00
		1.000	220,000.00
		0.000	0.00
0178                          1010.01	5.30	4,710.000	24,963.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	4,710.000	24,963.00
		4,710.000	24,963.00
		0.000	0.00
0179                          3050.15	232.00	384.600	89,227.20
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	384.600	89,227.20
		384.600	89,227.20
		0.000	0.00
0180                          3051.10	1.30	22,815.000	29,659.50
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	22,815.000	29,659.50
		22,815.000	29,659.50
		0.000	0.00
0181                          6000.10	8,700.00	1.000	8,700.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	8,700.00
		1.000	8,700.00
		0.000	0.00
0182                          6000.11	8,700.00	1.000	8,700.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	8,700.00
		1.000	8,700.00
		0.000	0.00
0183                          6000.20	7,000.00	1.000	7,000.00
PIER NO.1 EXCAVATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00
0184                          6005.35	115.00	70.200	8,073.00
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	70.200	8,073.00
		72.600	8,349.00
		0.000	0.00
0185                          6005.78	630.00	28.000	17,640.00
EXPANSION BEARING, TFE TYPE	EACH	28.000	17,640.00
		28.000	17,640.00
		0.000	0.00
0186                          6005.83	233.00	28.000	6,524.00
FIXED BEARING	EACH	28.000	6,524.00
		28.000	6,524.00
		0.000	0.00
0187                          6010.22	315.00	569.300	179,329.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	569.300	179,329.50
		574.500	180,967.52
		0.000	0.00
0188                          6010.26	345.00	767.300	264,718.50
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	767.300	264,718.50
		767.300	264,718.50
		0.000	0.00
0189                          6011.11	494,000.00	1.000	494,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	494,000.00
AT STA. 510+00		1.000	494,000.00
		0.000	0.00
0190                          6030.00	67,825.00	1.000	67,825.00
PREPARATION OF BRIDGE	EACH	1.000	67,825.00
AT STA. 510+00 RT.		1.000	67,825.01
		0.000	0.00
0191                          6030.01	66,450.00	1.000	66,450.00
PREPARATION OF BRIDGE	EACH	1.000	66,450.00
AT STA. 510+00 LT.		1.000	66,450.00
		0.000	0.00
0192                          6080.00	6.70	8,785.000	58,859.50
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	8,785.000	58,859.50
		8,785.000	58,859.50
		0.000	0.00
0193                          6107.00	47.30	588.000	27,812.40
CONCRETE SLOPE PROTECTION	m2	588.000	27,812.40
		588.000	27,812.40
		0.000	0.00
0194                          6131.50	1.25	150,315.000	187,893.75
EPOXY COATED REINFORCING STEEL	kg	150,315.000	187,893.75
		154,627.400	193,284.30
		0.000	0.00
0195                          6139.50	14.80	185.000	2,738.00
SUBSURFACE DRAINAGE MATTING	m2	185.000	2,738.00
		185.000	2,738.00
		0.000	0.00
0196                          6210.12	53.00	1,250.000	66,250.00
HP 250 mm X 62 kg STEEL PILING	m	1,250.000	66,250.00
		1,134.139	60,109.37
		0.000	0.00
0197                          6210.14	67.00	1,512.800	101,357.60
HP 310 mm X 79 kg STEEL PILING	m	1,512.800	101,357.60
		1,445.160	96,825.72
		0.000	0.00
0198                          6210.21	97.00	1,372.000	133,084.00
HP 360 mm X 132 kg STEEL PILING	m	1,372.000	133,084.00
		1,096.760	106,385.72
		0.000	0.00
0199                          6310.00	106.00	545.300	57,801.80
STEEL SHEET PILING	m2	545.300	57,801.80
		545.300	57,801.80
		0.000	0.00
0200                          6510.55	10,460.00	1.000	10,460.00
TEMPORARY BRIDGE SHORING	LS	1.000	10,460.00
		1.000	10,460.00
		0.000	0.00
0201                          6510.60	56,900.00	1.000	56,900.00
BRIDGE SHORING	LS	1.000	56,900.00
		1.000	56,900.00
		0.000	0.00
0202                          6601.15	53.30	244.200	13,015.86
38 mm CONDUIT IN BRIDGE	m	244.200	13,015.86
		244.200	13,015.86
		0.000	0.00
0203                          8091.00	18.60	514.300	9,565.98
GRANULAR BACKFILL	m3	514.300	9,565.98
		514.300	9,565.98
		0.000	0.00
6001                          6210.32	31.80	0.000	0.00
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING	m	15.570	495.13
Pay Cut-Off (GB2)		115.661	3,678.03
		0.000	0.00
6002                          6210.59	58.20	0.000	0.00
PAY CUT-OFF	m	52.710	3,067.72
HP 360 x 132 Steel Pile		122.920	7,153.94
		0.000	0.00
6003                          6210.34	40.20	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	24.140	970.43
CO HP 310x79		67.840	2,727.17
		0.000	0.00
GROUP 6C BRIDGE AT STA. 510+00.00		Contracted	2,219,348.59
		Current	2,223,881.87
		In place	2,202,471.52
		This Estimate	0.00
GROUP 7 GUARDRAIL
0204                          0030.70	2,075.00	1.000	2,075.00
MOBILIZATION	LS	1.000	2,075.00
		0.000	0.00
		0.000	0.00
0205                          6010.75	1,505.00	4.000	6,020.00
CLASS 47BD-30 CONCRETE FOR PIER PROTECTION	m3	4.000	6,020.00
		4.000	6,020.00
		0.000	0.00
0206                          6131.75	4.20	832.000	3,494.40
EPOXY COATED REINFORCING STEEL FOR PIER PROTECTION	kg	832.000	3,494.40
		832.000	3,494.40
		0.000	0.00
0207                          7011.20	47.00	697.019	32,759.89
W-BEAM GUARDRAIL	m	697.019	32,759.89
		327.660	15,400.03
		0.000	0.00
0208                          7019.50	6,800.00	1.000	6,800.00
IMPACT ATTENUATOR	EACH	1.000	6,800.00
		1.000	6,800.00
		0.000	0.00
0209                          7020.00	1,150.00	8.000	9,200.00
BRIDGE APPROACH SECTIONS	EACH	8.000	9,200.00
		6.000	6,900.00
		0.000	0.00
0210                          7021.70	1,675.00	1.000	1,675.00
GUARDRAIL END TREATMENT, SRT-350	EACH	1.000	1,675.00
		1.000	1,675.00
		0.000	0.00
0211                          7022.00	475.00	3.000	1,425.00
END ANCHORAGE ASSEMBLY	EACH	3.000	1,425.00
		2.000	950.00
		0.000	0.00
0212                          7024.25	2,100.00	8.000	16,800.00
GUARDRAIL END TREATMENT, TYPE I	EACH	11.000	23,100.00
		11.000	23,100.00
		0.000	0.00
0213                          7026.05	470.00	2.000	940.00
W-THRIE BEAM TRANSITION SECTION	EACH	2.000	940.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	81,189.29
		Current	87,489.29
		In place	64,339.43
		This Estimate	0.00
GROUP 7B FENCING
0214                          0030.71	300.00	1.000	300.00
MOBILIZATION	LS	1.000	300.00
		0.000	0.00
		0.000	0.00
0215                          7110.05	23.50	772.000	18,142.00
1.5 METER CHAIN-LINK FENCE	m	772.000	18,142.00
		150.000	3,525.00
		0.000	0.00
0216                          7115.05	68.00	5.000	340.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	5.000	340.00
		4.000	272.00
		0.000	0.00
0217                          7116.05	94.00	15.000	1,410.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	15.000	1,410.00
		10.000	940.00
		0.000	0.00
GROUP 7B FENCING		Contracted	20,192.00
		Current	20,192.00
		In place	4,737.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0218                          A001.12	261.00	23.000	6,003.00
PULL BOX, TYPE PB-5	EACH	12.000	3,132.00
		9.000	2,349.00
		0.000	0.00
0219                          A001.16	314.00	16.000	5,024.00
PULL BOX, TYPE PB-6	EACH	19.000	5,966.00
		22.000	6,908.00
		0.000	0.00
0220                          A001.85	2,508.00	1.000	2,508.00
VEHICLE SPEED DETECTOR	EACH	1.000	2,508.00
AT STA. 199+50 RT.		0.500	1,254.00
		0.000	0.00
0221                          A006.98	183.00	10.000	1,830.00
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	10.000	1,830.00
		11.000	2,013.00
		6.000	1,098.00
0222                          A007.08	575.00	2.000	1,150.00
VEHICLE DETECTOR, TYPE TD-3	EACH	2.000	1,150.00
		2.000	1,150.00
		0.000	0.00
0223                          A007.16	365.00	4.000	1,460.00
VEHICLE DETECTOR, TYPE TD-5A	EACH	4.000	1,460.00
		4.000	1,460.00
		0.000	0.00
0224                          A009.07	1,255.00	4.000	5,020.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.25	EACH	4.000	5,020.00
		2.000	2,510.00
		0.000	0.00
0225                          A009.99	365.00	5.000	1,825.00
LUMINAIRE CONVERSION, TYPE 250	EACH	5.000	1,825.00
		0.000	0.00
		0.000	0.00
0226                          A010.16	575.00	56.000	32,200.00
LUMINAIRE, TYPE HML-A-0.4KW	EACH	56.000	32,200.00
		56.000	32,200.00
		0.000	0.00
0227                          A010.23	523.00	20.000	10,460.00
LUMINAIRE, TYPE HML-V-0.4KW	EACH	20.000	10,460.00
		20.000	10,460.00
		0.000	0.00
0228                          A010.63	365.00	8.000	2,920.00
UNDERDECK LUMINAIRE, TYPE UD-250	EACH	8.000	2,920.00
		0.000	0.00
		0.000	0.00
0229                          A018.26	18,300.00	2.000	36,600.00
HIGH MAST LIGHTING UNIT, TYPE T-36.6	EACH	2.000	36,600.00
		2.000	36,600.00
		0.000	0.00
0230                          A018.30	21,000.00	6.000	126,000.00
HIGH MAST LIGHTING UNIT, TYPE T-42.7	EACH	6.000	126,000.00
		6.000	126,000.00
		0.000	0.00
0231                          A018.81	522.00	8.000	4,176.00
FOUNDATION DESIGN	EACH	8.000	4,176.00
		8.000	4,176.00
		0.000	0.00
0232                          A018.82	170.00	92.000	15,640.00
CONCRETE FOR FOUNDATION	m3	92.000	15,640.00
		45.925	7,807.25
		0.000	0.00
0233                          A018.83	0.75	4,402.000	3,301.50
REINFORCING STEEL	kg	4,402.000	3,301.50
		4,042.000	3,031.50
		0.000	0.00
0234                          A020.35	1,600.00	1.000	1,600.00
LIGHTING CONTROL CENTER, TYPE R-1	EACH	1.000	1,600.00
		0.000	0.00
		0.000	0.00
0235                          A020.36	4,200.00	2.000	8,400.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	2.000	8,400.00
		0.000	0.00
		0.000	0.00
0236                          A069.14	5.50	139.000	764.50
25 mm CONDUIT IN TRENCH	m	139.000	764.50
		0.000	0.00
		0.000	0.00
0237                          A070.07	5.75	429.000	2,466.75
31 mm CONDUIT IN TRENCH	m	429.000	2,466.75
		0.000	0.00
		0.000	0.00
0238                          A070.10	6.30	2,133.000	13,437.90
38 mm CONDUIT IN TRENCH	m	2,072.000	13,053.60
		2,438.900	15,365.07
		207.500	1,307.25
0239                          A070.14	7.30	1,592.000	11,621.60
50 mm CONDUIT IN TRENCH	m	273.000	1,992.90
		142.000	1,036.60
		0.000	0.00
0240                          A070.17	9.40	36.000	338.40
63 mm CONDUIT IN TRENCH	m	91.000	855.40
		37.000	347.80
		0.000	0.00
0241                          A072.10	6.30	215.000	1,354.50
38 mm CONDUIT UNDER ROADWAY	m	181.000	1,140.30
		61.000	384.30
		0.000	0.00
0242                          A072.14	7.30	10.000	73.00
50 mm CONDUIT UNDER ROADWAY	m	44.000	321.20
		20.000	146.00
		0.000	0.00
0243                          A074.10	47.00	49.000	2,303.00
25 mm CONDUIT, JACKED	m	49.000	2,303.00
		17.100	803.70
		0.000	0.00
0244                          A074.11	50.00	20.000	1,000.00
31 mm CONDUIT, JACKED	m	20.000	1,000.00
		35.000	1,750.00
		0.000	0.00
0245                          A074.14	53.00	125.000	6,625.00
50 mm CONDUIT, JACKED	m	50.000	2,650.00
		11.000	583.00
		0.000	0.00
0246                          A077.13	1.35	73.000	98.55
3/C #14 AWG TRAFFIC SIGNAL CABLE	m	73.000	98.55
		0.000	0.00
		0.000	0.00
0247                          A077.22	3.70	73.000	270.10
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	73.000	270.10
		0.000	0.00
		0.000	0.00
0248                          A079.01	0.90	987.000	888.30
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	987.000	888.30
		0.000	0.00
		0.000	0.00
0249                          A079.50	1.35	73.000	98.55
GROUNDING CONDUCTOR	m	73.000	98.55
		0.000	0.00
		0.000	0.00
0250                          A080.10	2.90	748.000	2,169.20
STREET LIGHTING CABLE, NO. 2 USE	m	1,540.000	4,466.00
		1,157.600	3,357.04
		0.000	0.00
0251                          A080.22	1.50	2,480.000	3,720.00
STREET LIGHTING CABLE, NO. 6 BARE	m	2,480.000	3,720.00
		2,327.050	3,490.58
		0.000	0.00
0252                          A080.24	1.80	8,862.000	15,951.60
STREET LIGHTING CABLE, NO. 6 USE	m	7,708.000	13,874.40
		8,627.100	15,528.78
		0.000	0.00
0253                          A081.00	2.10	1,695.000	3,559.50
6 PAIR COMMUNICATION CABLE	m	0.000	0.00
		0.000	0.00
		0.000	0.00
0254                          A082.34	5.25	1,290.000	6,772.50
DIRECT BURIAL CABLE, NO. 6 USE	m	1,290.000	6,772.50
		1,101.700	5,783.93
		0.000	0.00
0255                          A600.00	366.00	93.000	34,038.00
REMOVE LIGHTING UNIT	EACH	93.000	34,038.00
		89.000	32,574.00
		0.000	0.00
0256                          A620.02	210.00	1.000	210.00
REMOVE LIGHTING CONTROL CENTER	EACH	1.000	210.00
		0.000	0.00
		0.000	0.00
0257                          A630.20	57.50	12.000	690.00
REMOVE PULL BOX	EACH	12.000	690.00
		1.000	57.50
		0.000	0.00
0258                          A700.20	1,255.00	7.000	8,785.00
RELOCATE STREET LIGHTING UNIT	EACH	7.000	8,785.00
TYPE A		6.000	7,530.00
		2.000	2,510.00
0259                          A700.21	1,150.00	6.000	6,900.00
RELOCATE STREET LIGHTING UNIT	EACH	6.000	6,900.00
TYPE B		3.000	3,450.00
		0.000	0.00
0260                          A700.22	785.00	8.000	6,280.00
RELOCATE STREET LIGHTING UNIT	EACH	8.000	6,280.00
TYPE C		4.000	3,140.00
		0.000	0.00
0261                          A700.23	785.00	7.000	5,495.00
RELOCATE STREET LIGHTING UNIT	EACH	7.000	5,495.00
TYPE D		7.000	5,495.00
		2.000	1,570.00
0262                          A700.24	785.00	3.000	2,355.00
RELOCATE STREET LIGHTING UNIT	EACH	3.000	2,355.00
TYPE E		0.000	0.00
		0.000	0.00
0263                          A706.00	265.00	2.000	530.00
RELOCATE PULL BOX	EACH	2.000	530.00
		2.000	530.00
		0.000	0.00
0264                          A780.10	6,800.00	1.000	6,800.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	6,800.00
AT STA. 197+25		0.667	4,535.60
		0.000	0.00
0265                          A800.70	2.10	874.000	1,835.40
MAINTENANCE OF LIGHTING UNITS	DAY	874.000	1,835.40
		811.000	1,703.10
		14.000	29.40
0266                          0003.75	7,000.00	1.000	7,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	7,000.00
AT 11th & CORNHUSKER		0.500	3,500.00
		0.000	0.00
0267                          0003.76	22,100.00	1.000	22,100.00
TEMPORARY TRAFFIC SIGNAL	EACH	0.000	0.00
AT 1st & CORNHUSKER		0.000	0.00
		0.000	0.00
0268                          0003.77	14,800.00	1.000	14,800.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	14,800.00
AT I-180 RAMP & CORNHUSKER		1.000	14,800.00
		0.000	0.00
0269                          0030.81	5,230.00	1.000	5,230.00
MOBILIZATION	LS	1.000	5,230.00
		1.000	5,230.00
		0.000	0.00
4003                          0003.76	17,350.00	0.000	0.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	17,350.00
Temporary Traffic Signal (Revised)At 1st & Cornhusker		1.000	17,350.00
		0.000	0.00
4004                          A005.90	3,412.50	0.000	0.00
TRAFFIC SIGNAL CONTROLLER	EACH	3.000	10,237.50
Wireless Transmitter		3.000	10,237.50
		0.000	0.00
4008                          A900.10	99.75	0.000	0.00
ADDITIONAL WORK	EACH	4.000	399.00
Splice underground street light cable, each location		4.000	399.00
		0.000	0.00
4010                          A580.95	918.75	0.000	0.00
INSTALL	EACH	1.000	918.75
Transformer Pad		1.000	918.75
		0.000	0.00
4011                          A100.10	12,791.00	0.000	0.00
ELECTRICAL SERVICE	EACH	1.000	12,791.00
Underground 15 kv primary service and pad mount transformer		1.000	12,791.00
		0.000	0.00
4012                          A707.00	2,829.75	0.000	0.00
RELOCATE SPAN WIRE SIGNAL AND LIGHTING POLE	EACH	1.000	2,829.75
Sta 507+95, Rt		1.000	2,829.75
		0.000	0.00
4013                          A612.10	467.25	0.000	0.00
REMOVE AND REINSTALL STREET LIGHTING UNIT	EACH	2.000	934.50
Replace broken anchor bolts		2.000	934.50
		0.000	0.00
4014                          A010.70	207.38	0.000	0.00
LUMINAIRE	EACH	1.000	207.38
Replace destroyed luminaire		0.000	0.00
		0.000	0.00
4015                          A070.18	12.13	0.000	0.00
75 mm CONDUIT IN TRENCH	m	1,130.000	13,706.90
		1,064.400	12,911.17
		1,064.400	12,911.17
4016                          A074.18	51.71	0.000	0.00
75 mm CONDUIT, JACKED	m	213.000	11,014.23
		263.800	13,641.10
		263.800	13,641.10
4017                          A001.35	777.00	0.000	0.00
PULL BOX, TYPE FOR-27	EACH	9.000	6,993.00
		9.000	6,993.00
		9.000	6,993.00
4018                          A079.15	8.19	0.000	0.00
FIBER OPTIC CABLE	m	1,343.000	10,999.17
		0.000	0.00
		0.000	0.00
4019                          A074.12	37.33	0.000	0.00
38 mm CONDUIT, JACKED	m	76.000	2,837.08
		112.000	4,180.96
		0.000	0.00
4020                          A074.16	50.19	0.000	0.00
63 mm CONDUIT, JACKED	m	9.500	476.80
		0.000	0.00
		0.000	0.00
4021                          A074.14	53.00	0.000	0.00
50 mm CONDUIT, JACKED	m	44.000	2,332.00
		44.000	2,332.00
		0.000	0.00
4022                          A018.84	436.66	0.000	0.00
ANCHOR BOLTS	EACH	8.000	3,493.28
Hardened bolts for each location		7.000	3,056.62
		0.000	0.00
4027                          4976.05	1,929.45	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,929.45
Excavate and dispose of trash, Tower 4.		1.000	1,929.45
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	462,678.85
		Current	521,322.75
		In place	459,545.55
		This Estimate	40,059.92
GROUP 8C SIGNING
0270                          A010.08	470.00	19.000	8,930.00
LUMINAIRE, TYPE HPS-150	EACH	19.000	8,930.00
		0.000	0.00
		0.000	0.00
0271                          0030.82	12,545.00	1.000	12,545.00
MOBILIZATION	LS	1.000	12,545.00
		0.000	0.00
		0.000	0.00
0272                          7308.00	2,300.00	4.000	9,200.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	4.000	9,200.00
		5.000	11,500.00
		0.000	0.00
0273                          7308.10	2,100.00	1.000	2,100.00
REMOVE SIGN	EACH	1.000	2,100.00
		0.000	0.00
		0.000	0.00
0274                          7312.00	8,500.00	1.000	8,500.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	8,500.00
1		0.000	0.00
		0.000	0.00
0275                          7312.01	35,250.00	1.000	35,250.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	35,250.00
3		0.000	0.00
		0.000	0.00
0276                          7312.02	13,320.00	1.000	13,320.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	13,320.00
5		0.000	0.00
		0.000	0.00
0277                          7312.03	28,330.00	1.000	28,330.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,330.00
7		0.000	0.00
		0.000	0.00
0278                          7312.04	28,330.00	1.000	28,330.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,330.00
9		0.250	7,082.50
		0.250	7,082.50
0279                          7312.05	28,330.00	1.000	28,330.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,330.00
11		0.000	0.00
		0.000	0.00
0280                          7312.06	34,320.00	1.000	34,320.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	34,320.00
12		0.000	0.00
		0.000	0.00
0281                          7312.07	13,320.00	1.000	13,320.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	13,320.00
15		0.000	0.00
		0.000	0.00
0282                          7312.08	28,330.00	1.000	28,330.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,330.00
16		0.000	0.00
		0.000	0.00
0283                          7312.09	28,330.00	1.000	28,330.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	28,330.00
18		0.000	0.00
		0.000	0.00
0284                          7322.01	126.00	207.564	26,153.06
TYPE B SIGN	m2	207.564	26,153.06
		0.000	0.00
		0.000	0.00
0285                          7340.00	4.00	792.000	3,168.00
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	792.000	3,168.00
		0.000	0.00
		0.000	0.00
0286                          7360.24	475.00	8.000	3,800.00
600 mm SIGN SUPPORT FOOTING	EACH	8.000	3,800.00
		0.000	0.00
		0.000	0.00
4005                          0005.02	420.00	0.000	0.00
TRAFFIC CONTROL	DAY	8.000	3,360.00
Traffic Control During UNL Football Games		8.000	3,360.00
		0.000	0.00
4007                          7308.00	1,312.50	0.000	0.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION	EACH	3.000	3,937.50
Signs at Sta 507+69 Rt, 204+73 Rt, and 210+80 Lt.		2.500	3,281.25
		0.000	0.00
GROUP 8C SIGNING		Contracted	312,256.06
		Current	319,553.56
		In place	25,223.75
		This Estimate	7,082.50
GROUP 10 GENERAL ITEMS
0287                          0001.08	0.50	219,985.000	109,992.50
BARRICADE, TYPE II	BDAY	219,985.000	109,992.50
		278,060.500	139,030.25
		3,786.000	1,893.00
0288                          0001.10	1.10	26,873.000	29,560.30
BARRICADE, TYPE III	BDAY	26,873.000	29,560.30
		29,372.000	32,309.20
		482.000	530.20
0289                          0001.30	0.55	12,517.000	6,884.35
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	12,517.000	6,884.35
		3,732.000	2,052.60
		0.000	0.00
0290                          0001.75	8.35	960.000	8,016.00
TEMPORARY SIGN DAY	EACH	960.000	8,016.00
		5,996.000	50,066.60
		156.000	1,302.60
0291                          0001.90	0.26	92,159.000	23,961.34
SIGN DAY	EACH	92,159.000	23,961.34
		88,327.000	22,965.02
		1,602.000	416.52
0292                          0002.30	1.05	8,000.000	8,400.00
PAVEMENT MARKING REMOVAL	m	8,000.000	8,400.00
		2,402.930	2,523.09
		0.000	0.00
0293                          0002.31	1.20	30,000.000	36,000.00
TEMPORARY PAVEMENT MARKING	m	30,000.000	36,000.00
		48,696.880	58,436.25
		0.000	0.00
0294                          0002.97	1.10	7,173.000	7,890.30
FLASHING ARROW PANEL	DAY	7,173.000	7,890.30
		1,364.000	1,500.40
		52.000	57.20
0295                          0003.10	195.00	130.000	25,350.00
FLAGGING	DAY	130.000	25,350.00
		47.000	9,165.00
		0.000	0.00
0296                          0003.51	18.60	1,650.000	30,690.00
INSTALL CONCRETE PROTECTION BARRIER	m	1,966.000	36,567.60
		3,153.000	58,645.80
		0.000	0.00
0297                          0003.58	6,100.00	8.000	48,800.00
INERTIAL BARRIER SYSTEM	EACH	8.000	48,800.00
		10.000	61,000.00
		0.000	0.00
0298                          0003.64	110.00	5.000	550.00
REPLACEMENT MODULE	EACH	5.000	550.00
		11.000	1,210.00
		0.000	0.00
0299                          0010.04	12,000.00	1.000	12,000.00
FIELD OFFICE	EACH	1.000	12,000.00
		0.000	0.00
		0.000	0.00
0300                          0030.00	108,000.00	1.000	108,000.00
MOBILIZATION	LS	1.000	108,000.00
		1.000	108,000.00
		0.000	0.00
0401                          0006.15	15.00	0.000	0.00
HAUL	m	518.000	7,770.00
Concrete Protection Barrier - Greenwood		624.840	9,372.60
		0.000	0.00
0402                          0006.15	16.00	0.000	0.00
HAUL	m	990.000	15,840.00
Concrete Protection Barrier - Papillion		1,600.200	25,603.20
		0.000	0.00
4023                          0001.90	0.79	0.000	0.00
SIGN DAY	EACH	10,000.000	7,900.00
Contractor supplied		9,730.000	7,686.70
		433.000	342.07
4029                          7019.60	2,205.00	0.000	0.00
INSTALL IMPACT ATTENUATOR	EACH	2.000	4,410.00
State Supplied		1.000	2,205.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	456,094.79
		Current	497,892.39
		In place	591,771.71
		This Estimate	4,541.59
Totals for contract		Contracted	11,880,781.50
		Current	12,158,083.85
		In place	11,196,921.93
		This Estimate	652,257.95