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	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0049 HAWKINS CONSTRUCTION COMPANY
Contract ID:	2581
Estimate Number:	0010
Pay Period End Date:	02.08.2003

Contract Location:
198TH STREET - SKYLINE DRIVE, OMAHA	Estimate Type:	PROG
Contractor:
HAWKINS CONSTRUCTION COMPANY	Date Let:	08.01.2002
2512 DEER PARK BLVD	Date Awarded:	08.05.2002
PO BOX 9008 STA C	Date Contract Executed:	08.12.2002
	Date Notice to Proceed:	08.12.2002
OMAHA NE 68109	Date Work Began:
Phone:	Date Physical Work Completed:
(402)342-1607	Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE & MARINE INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
20581 000		0.000			EACNH-STPC/E-6-7(114)		GR CP CULV SEED BR GDRL FENCE ELEC SIGN

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$2,473,816.53	$2,464,913.66	$8,902.87
$18,375,110.15	Stockpiled Materials	$24,255.18	$24,255.18	$.00
Original Contract Amt	Gross Earnings	$2,498,071.71	$2,489,168.84	$8,902.87
$18,371,814.38	Retainage	$-24,738.17	$-24,649.14	$-89.03
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
13.46%	Net Earnings	$2,473,333.54	$2,464,519.70	$8,813.84
	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	$2,229.38	$2,229.38	$.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	$2,229.38	$2,229.38	$.00
	Payment	$2,475,562.92	$2,466,749.08	$8,813.84
Project Manager			Div. Head/Dist. Eng.
Baratta, Joseph	02.10.2003		Lech, Marvin (Marv)	02.10.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	02.11.2003
Controller Div. Processed
Burling, Laurie	02.11.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0110	4002.00	CAST IRON COVER AND FRAME
		S.P. Initial Payment	476.52	116104
		CAST IRON COVER & FRAME
		S.P. Adjustment	-119.13	116104
		CAST IRON COVER & FRAME
0111	4003.00	CAST IRON COVER, FRAME, AND FLANGE
		S.P. Initial Payment	1,522.77	116104
		CAST IRON COVER, FRAME & FLANGE
0112	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	22,144.14	116104
		CAST IRON GRATE & FRAME
0113	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	230.88	116104
		CAST IRON RING & COVER
		Total for estimate 0004:	24,255.18
		Total remaining for contract:	24,255.18

			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                          L001.01	1,734.00	10.000	17,340.00
SEEDING, TYPE A	ha	10.000	17,340.00
		0.000	0.00
		0.000	0.00
0002                          L006.00	199.35	18.000	3,588.30
COVER CROP SEEDING	ha	18.000	3,588.30
		0.000	0.00
		0.000	0.00
0003                          L020.00	1.50	592.000	888.00
EROSION CONTROL	m2	592.000	888.00
		0.000	0.00
		0.000	0.00
0004                          L020.01	5.14	10,933.000	56,195.62
EROSION CONTROL, TYPE A	m2	10,933.000	56,195.62
		0.000	0.00
		0.000	0.00
0005                          L020.08	5.19	9,711.000	50,400.09
EROSION CONTROL, TYPE AA	m2	9,711.000	50,400.09
		0.000	0.00
		0.000	0.00
0006                          L020.09	9.71	659.000	6,398.89
EROSION CONTROL, TYPE AAA	m2	659.000	6,398.89
		0.000	0.00
		0.000	0.00
0007                          L020.10	1.59	6,752.000	10,735.68
EROSION CONTROL, TYPE HV	m2	6,752.000	10,735.68
		0.000	0.00
		0.000	0.00
0008                          L021.01	15.74	413.000	6,500.62
EROSION CHECKS, TYPE A	BALE	413.000	6,500.62
		0.000	0.00
		0.000	0.00
0009                          L021.06	13.64	105.000	1,432.20
EROSION CHECKS, TYPE HV	BALE	105.000	1,432.20
		0.000	0.00
		0.000	0.00
0010                          L021.11	15.74	77.000	1,211.98
EROSION CHECKS, TYPE ST-A	BALE	77.000	1,211.98
		0.000	0.00
		0.000	0.00
0011                          L021.15	15.74	42.000	661.08
EROSION CHECKS, TYPE ST-HV	BALE	42.000	661.08
		0.000	0.00
		0.000	0.00
0012                          L021.21	16.26	469.000	7,625.94
EROSION CHECKS, TYPE AA	BALE	469.000	7,625.94
		0.000	0.00
		0.000	0.00
0013                          L022.11	6.19	3,822.000	23,658.18
FABRIC SILT FENCE-LOW POROSITY	m	3,822.000	23,658.18
		899.450	5,567.59
		0.000	0.00
0014                          L022.13	6.82	272.000	1,855.04
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY	m	272.000	1,855.04
		128.020	873.10
		0.000	0.00
0015                          L022.14	7.34	156.800	1,150.91
FABRIC SILT FENCE-LOW PROFILE LOW POROSITY	m	156.800	1,150.91
		0.000	0.00
		0.000	0.00
0016                          L022.75	13.12	784.000	10,286.08
TEMPORARY SILT CHECK	m	784.000	10,286.08
		0.000	0.00
		0.000	0.00
0017                          L032.75	69.25	50.000	3,462.50
MULCH	Mg	50.000	3,462.50
		0.000	0.00
		0.000	0.00
0018                          0030.10	80,146.00	1.000	80,146.00
MOBILIZATION	LS	1.000	80,146.00
		1.000	80,146.00
		0.000	0.00
0019                          1000.00	209.85	88.000	18,466.80
LARGE TREE REMOVAL	EACH	88.000	18,466.80
		40.000	8,394.00
		0.000	0.00
0020                          1009.00	52,461.00	1.000	52,461.00
GENERAL CLEARING AND GRUBBING	LS	1.000	52,461.00
		0.451	23,659.92
		0.000	0.00
0021                          1010.00	3.15	566,625.000	1,784,868.75
EXCAVATION	m3	566,625.000	1,784,868.75
		231,395.000	728,894.26
		0.000	0.00
0022                          1010.01	3.15	15,111.000	47,599.65
EXCAVATION (ESTABLISHED QUANTITY)	m3	15,111.000	47,599.65
		0.000	0.00
		0.000	0.00
0023                          1010.10	3.15	154,889.000	487,900.35
EXCAVATION, BORROW	m3	154,889.000	487,900.35
		3,952.000	12,448.80
		0.000	0.00
0024                          1011.00	2.10	14,430.000	30,303.00
WATER	kL	14,430.000	30,303.00
		3,610.086	7,581.18
		0.000	0.00
0025                          1012.00	62.95	120.000	7,554.00
RIGHT-OF-WAY MARKERS	EACH	120.000	7,554.00
		0.000	0.00
		0.000	0.00
0026                          1101.25	8.20	55.900	458.38
SAWING PAVEMENT	m	55.900	458.38
		372.454	3,054.12
		0.000	0.00
0027                          1102.00	3.51	26,854.000	94,257.54
REMOVE ASPHALT SURFACE	m2	26,854.000	94,257.54
		3,877.150	13,608.80
		0.000	0.00
0028                          1122.01	2.09	304.000	635.36
REMOVE CONCRETE MEDIAN SURFACING	m2	304.000	635.36
		0.000	0.00
		0.000	0.00
0029                          1124.00	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+25.3 LT.		0.000	0.00
		0.000	0.00
0030                          1124.01	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+49.3 LT.		1.000	105.00
		0.000	0.00
0031                          1124.02	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+51.7 LT.		1.000	105.00
		0.000	0.00
0032                          1124.03	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+63 LT.		1.000	105.00
		0.000	0.00
0033                          1124.04	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+72.4 LT.		1.000	105.00
		0.000	0.00
0034                          1124.05	105.00	1.000	105.00
REMOVE BUILDING	EACH	1.000	105.00
AT STA. 287+92.4 LT.		1.000	105.00
		0.000	0.00
0035                          1125.00	1,574.00	1.000	1,574.00
CLEAR TRACT	EACH	1.000	1,574.00
AT STA. 287+20 TO STA. 288+05 LT.		0.000	0.00
		0.000	0.00
0036                          1125.01	1,049.00	1.000	1,049.00
CLEAR TRACT	EACH	1.000	1,049.00
AT STA. 294+86.93 TO STA. 296+39.37 LT.		2.000	2,098.00
		0.000	0.00
0037                          1125.02	839.00	1.000	839.00
CLEAR TRACT	EACH	1.000	839.00
AT STA. 297+90.44 TO STA. 298+75.97 LT.		0.000	0.00
		0.000	0.00
0038                          1128.50	2.61	871.000	2,273.31
REMOVE SLAB	m2	871.000	2,273.31
		161.000	420.21
		0.000	0.00
0039                          3275.20	5.10	65,591.000	334,514.10
CRUSH CONCRETE PAVEMENT	m2	65,591.000	334,514.10
		17,533.622	89,421.47
		0.000	0.00
0040                          7017.00	5.25	202.900	1,065.23
REMOVE GUARDRAIL	m	202.900	1,065.23
		126.900	666.23
		0.000	0.00
4001                          1136.10	3,034.47	0.000	0.00
REMOVE	LS	1.000	3,034.47
Removal of Debris sta 296+50		1.000	3,034.47
		1.000	3,034.47
GROUP 1 GRADING		Contracted	3,149,986.58
		Current	3,153,021.05
		In place	980,393.15
		This Estimate	3,034.47
GROUP 1A MSE WALLS
0041                          0030.10	49,294.00	1.000	49,294.00
MOBILIZATION	LS	1.000	49,294.00
		0.000	0.00
		0.000	0.00
0042                          4095.00	173.98	6,720.000	1,169,145.60
CONCRETE FACE PANELS	m2	6,720.000	1,169,145.60
		0.000	0.00
		0.000	0.00
0043                          4095.10	39.87	1,154.900	46,045.86
CONCRETE LEVELING PADS	m	1,154.900	46,045.86
		0.000	0.00
		0.000	0.00
0044                          4095.20	133.00	1,157.200	153,907.60
COPING	m	1,157.200	153,907.60
		0.000	0.00
		0.000	0.00
0045                          4350.18	45.12	226.000	10,197.12
450 mm CORRUGATED METAL PIPE	m	226.000	10,197.12
		0.000	0.00
		0.000	0.00
0046                          4350.21	52.04	183.000	9,523.32
525 mm CORRUGATED METAL PIPE	m	183.000	9,523.32
		0.000	0.00
		0.000	0.00
0047                          8024.75	14.64	29,959.000	438,599.76
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	29,959.000	438,599.76
		0.000	0.00
		0.000	0.00
GROUP 1A MSE WALLS		Contracted	1,876,713.26
		Current	1,876,713.26
		In place	0.00
		This Estimate	0.00
GROUP 1B RETAINING WALL
0048                          0030.10	29,176.00	1.000	29,176.00
MOBILIZATION	LS	1.000	29,176.00
		0.000	0.00
		0.000	0.00
0049                          4095.20	274.55	131.000	35,966.05
COPING	m	131.000	35,966.05
		0.000	0.00
		0.000	0.00
0050                          6310.00	380.63	2,017.000	767,730.71
STEEL SHEET PILING	m2	2,017.000	767,730.71
		0.000	0.00
		0.000	0.00
GROUP 1B RETAINING WALL		Contracted	832,872.76
		Current	832,872.76
		In place	0.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0051                          A069.15	12.07	786.550	9,493.66
38 mm CONDUIT IN MEDIAN BARRIER	m	786.550	9,493.66
		0.000	0.00
		0.000	0.00
0052                          0030.30	676,026.00	1.000	676,026.00
MOBILIZATION	LS	1.000	676,026.00
		0.074	50,622.48
		0.000	0.00
0053                          1020.01	21.00	9.000	189.00
DELINEATOR, TYPE I	EACH	9.000	189.00
		74.000	1,554.00
		0.000	0.00
0054                          1020.02	23.00	9.000	207.00
DELINEATOR, TYPE II	EACH	9.000	207.00
		0.000	0.00
		0.000	0.00
0055                          1020.03	25.18	23.000	579.14
DELINEATOR, TYPE III	EACH	23.000	579.14
		0.000	0.00
		0.000	0.00
0056                          1020.06	20.98	342.000	7,175.16
FLEXIBLE POST DELINEATOR	EACH	342.000	7,175.16
		0.000	0.00
		0.000	0.00
0057                          1020.20	31.48	12.000	377.76
INSTALL CHEVRONS	EACH	12.000	377.76
		7.000	220.36
		0.000	0.00
0058                          3013.13	85.86	888.665	76,300.78
CONCRETE CLASS 47BD-30 BARRIER CURB	m	888.665	76,300.78
		0.000	0.00
		0.000	0.00
0059                          3013.25	667.00	4.000	2,668.00
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION	EACH	4.000	2,668.00
		0.000	0.00
		0.000	0.00
0060                          3016.21	25.10	170.000	4,267.00
CONCRETE CLASS 47B-20 SIDEWALKS	m2	170.000	4,267.00
		0.000	0.00
		0.000	0.00
0061                          3017.40	25.60	2,649.000	67,814.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	2,649.000	67,814.40
		0.000	0.00
		0.000	0.00
0062                          3025.00	113.53	786.550	89,297.02
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	786.550	89,297.02
		0.000	0.00
		0.000	0.00
0063                          3075.32	24.68	1,179.000	29,097.72
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	1,179.000	29,097.72
		0.000	0.00
		0.000	0.00
0064                          3075.46	27.35	21,998.000	601,645.30
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	21,998.000	601,645.30
		651.320	17,813.60
		0.000	0.00
0065                          3075.52	32.17	2,266.000	72,897.22
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	2,266.000	72,897.22
		0.000	0.00
		0.000	0.00
0066                          3075.56	29.87	92,061.000	2,749,862.07
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	92,061.000	2,749,862.07
		0.000	0.00
		0.000	0.00
0067                          3300.50	36,732.00	1.000	36,732.00
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING	LS	1.000	36,732.00
		0.000	0.00
		0.000	0.00
0068                          3300.65	78.51	59.000	4,632.09
CONCRETE PAVEMENT THICKNESS CORE	EACH	59.000	4,632.09
		0.000	0.00
		0.000	0.00
0069                          4024.70	1,344.00	2.000	2,688.00
CONCRETE FLUME, TYPE I	EACH	2.000	2,688.00
		0.000	0.00
		0.000	0.00
0070                          4763.26	68.00	7.000	476.00
UNDERDRAIN HEADWALL	EACH	7.000	476.00
		0.000	0.00
		0.000	0.00
0071                          4764.34	7.73	40.000	309.20
100 mm NONPERFORATED PIPE UNDERDRAIN	m	40.000	309.20
		0.000	0.00
		0.000	0.00
0072                          4764.35	10.58	2,014.000	21,308.12
100 mm PERFORATED PIPE UNDERDRAIN	m	2,014.000	21,308.12
		0.000	0.00
		0.000	0.00
0073                          4900.56	317.00	3.000	951.00
ADJUST	EACH	3.000	951.00
MONITORING WELL TO GRADE		0.000	0.00
		0.000	0.00
0074                          7550.03	1.78	12,000.000	21,360.00
100 mm YELLOW EPOXY PAVEMENT MARKING	m	12,000.000	21,360.00
		0.000	0.00
		0.000	0.00
0075                          7550.04	1.78	15,000.000	26,700.00
100 mm WHITE EPOXY PAVEMENT MARKING	m	15,000.000	26,700.00
		0.000	0.00
		0.000	0.00
0076                          7550.12	6.30	600.000	3,780.00
300 mm WHITE EPOXY PAVEMENT MARKING	m	600.000	3,780.00
		0.000	0.00
		0.000	0.00
0077                          8029.10	5.67	109,949.000	623,410.83
AGGREGATE FOUNDATION COURSE-D 100 mm	m2	109,949.000	623,410.83
		0.000	0.00
		0.000	0.00
0078                          8029.84	3.38	14,355.000	48,519.90
BITUMINOUS FOUNDATION COURSE 100 mm	m2	14,355.000	48,519.90
		895.060	3,025.30
		0.000	0.00
0079                          8032.04	2.14	14,355.000	30,719.70
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	14,355.000	30,719.70
		0.000	0.00
		0.000	0.00
0080                          8060.05	40.57	105.000	4,259.85
GRANULAR SUBDRAIN	EACH	105.000	4,259.85
		0.000	0.00
		0.000	0.00
0081                          9005.23	23.29	6,090.000	141,836.10
ASPHALTIC CONCRETE, TYPE SPS	Mg	6,090.000	141,836.10
		0.000	0.00
		0.000	0.00
0082                          9005.45	30.22	19,290.000	582,943.80
ASPHALTIC CONCRETE, TYPE SP4(12.5)	Mg	19,290.000	582,943.80
		4,822.980	145,750.45
		0.000	0.00
0083                          9021.03	212.99	328.860	70,043.89
PERFORMANCE GRADED BINDER (58-28)	Mg	328.860	70,043.89
		0.000	0.00
		0.000	0.00
0084                          9021.08	267.81	1,041.660	278,966.96
PERFORMANCE GRADED BINDER (64-28)	Mg	1,041.660	278,966.96
		181.020	48,478.97
		0.000	0.00
0085                          9053.00	0.23	23,590.000	5,425.70
TACK COAT	L	23,590.000	5,425.70
		0.000	0.00
		0.000	0.00
0086                          9111.00	1.98	3,106.000	6,149.88
WATER	kL	3,106.000	6,149.88
		0.000	0.00
		0.000	0.00
0087                          9140.00	120.66	142.415	17,183.79
JOINT SEALING - ASPHALT TO CONCRETE	StaM	142.415	17,183.79
		0.000	0.00
		0.000	0.00
0088                          9170.00	314.77	239.973	75,536.30
EARTH SHOULDER CONSTRUCTION	StaM	239.973	75,536.30
		0.000	0.00
		0.000	0.00
0089                          9173.20	1.27	175,473.000	222,850.71
SUBGRADE PREPARATION	m2	175,473.000	222,850.71
		12,738.780	16,178.24
		0.000	0.00
0090                          9179.34	2.13	64,411.000	137,195.43
COLD MILLING, CLASS 4	m2	64,411.000	137,195.43
		26,928.469	57,357.64
		0.000	0.00
0091                          9179.54	4.09	8,043.000	32,895.87
COLD MILLING, CLASS 4	m2	8,043.000	32,895.87
TYPE A		0.000	0.00
		0.000	0.00
0092                          9185.77	97.18	85.930	8,350.68
RUMBLE STRIPS, CONCRETE	StaM	85.930	8,350.68
		0.000	0.00
		0.000	0.00
0093                          9188.50	17.20	280.000	4,816.00
SURFACING UNDER GUARDRAIL	m2	280.000	4,816.00
		0.000	0.00
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	6,797,939.04
		Current	6,797,939.04
		In place	341,001.04
		This Estimate	0.00
GROUP 4 CULVERTS
0094                          P120.18	91.00	1.200	109.20
450 mm CULVERT PIPE, TYPE 2	m	1.200	109.20
		0.000	0.00
		0.000	0.00
0095                          P120.30	117.00	6.000	702.00
750 mm CULVERT PIPE, TYPE 2	m	6.000	702.00
		0.000	0.00
		0.000	0.00
0096                          P120.54	453.00	1.200	543.60
1350 mm CULVERT PIPE, TYPE 2	m	1.200	543.60
		0.000	0.00
		0.000	0.00
0097                          P200.54	435.65	246.500	107,387.73
1350 mm CULVERT PIPE, TYPE 2 OR 5	m	246.500	107,387.73
		74.000	32,238.10
		0.000	0.00
0098                          P200.60	425.18	153.500	65,265.13
1500 mm CULVERT PIPE, TYPE 2 OR 5	m	153.500	65,265.13
		100.000	42,518.00
		0.000	0.00
0099                          P400.18	59.11	33.000	1,950.63
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	33.000	1,950.63
		0.000	0.00
		0.000	0.00
0100                          P400.24	76.60	88.500	6,779.10
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	88.500	6,779.10
		88.741	6,797.56
		0.000	0.00
0101                          P400.30	145.87	51.000	7,439.37
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	51.000	7,439.37
		51.000	7,439.37
		0.000	0.00
0102                          P700.15	50.80	48.600	2,468.88
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	48.600	2,468.88
		0.000	0.00
		0.000	0.00
0103                          P700.18	58.76	989.000	58,113.64
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	989.000	58,113.64
		175.000	10,283.00
		0.000	0.00
0104                          P700.24	97.12	177.000	17,190.24
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	177.000	17,190.24
		0.000	0.00
		0.000	0.00
0105                          P700.30	100.60	176.100	17,715.66
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	176.100	17,715.66
		152.000	15,291.20
		0.000	0.00
0106                          P702.54	251.59	103.700	26,089.88
1350 mm STORM SEWER PIPE, TYPE 1	m	103.700	26,089.88
		0.000	0.00
		0.000	0.00
0107                          0030.40	135,433.00	1.000	135,433.00
MOBILIZATION	LS	1.000	135,433.00
		1.000	135,433.00
		0.000	0.00
0108                          1043.50	0.91	13,194.000	12,006.54
RIPRAP FILTER FABRIC	m2	13,194.000	12,006.54
		2,048.000	1,863.68
		0.000	0.00
0109                          1119.00	95.00	8.000	760.00
REMOVE INLET	EACH	8.000	760.00
		0.000	0.00
		0.000	0.00
0110                          4002.00	2.19	228.000	499.32
CAST IRON COVER AND FRAME	kg	228.000	499.32
		57.000	124.83
		0.000	0.00
0111                          4003.00	2.03	789.000	1,601.67
CAST IRON COVER, FRAME, AND FLANGE	kg	789.000	1,601.67
		0.000	0.00
		0.000	0.00
0112                          4004.50	2.51	9,256.000	23,232.56
CAST IRON GRATE AND FRAME	kg	9,256.000	23,232.56
		0.000	0.00
		0.000	0.00
0113                          4005.00	1.55	156.000	241.80
CAST IRON RING AND COVER	kg	156.000	241.80
		0.000	0.00
		0.000	0.00
0114                          4012.04	204.00	1.000	204.00
INLET	EACH	1.000	204.00
MARKER		0.000	0.00
		0.000	0.00
0115                          4016.00	4,204.00	1.000	4,204.00
MANHOLE	EACH	1.000	4,204.00
AT STA. 302+23.26 RT.		0.000	0.00
		0.000	0.00
0116                          4016.01	1,951.00	1.000	1,951.00
MANHOLE	EACH	1.000	1,951.00
AT STA. 304+88.5 LT.		1.000	1,951.00
		0.000	0.00
0117                          4016.02	4,252.00	1.000	4,252.00
MANHOLE	EACH	1.000	4,252.00
AT STA. 2210+97 LT.		0.000	0.00
		0.000	0.00
0118                          4016.03	3,562.00	1.000	3,562.00
MANHOLE	EACH	1.000	3,562.00
AT STA. 2211+98.67 LT.		0.000	0.00
		0.000	0.00
0119                          4035.00	69.00	9.000	621.00
REMOVE FLARED-END SECTION	EACH	9.000	621.00
		1.000	69.00
		0.000	0.00
0120                          4035.25	197.00	1.000	197.00
REMOVE AND SALVAGE FLARED-END SECTION	EACH	1.000	197.00
		3.000	591.00
		0.000	0.00
0121                          4040.00	127.00	10.000	1,270.00
REMOVE HEADWALLS FROM CULVERTS	EACH	10.000	1,270.00
		2.000	254.00
		0.000	0.00
0122                          4041.00	492.00	1.000	492.00
CULVERT CLEANOUT	EACH	1.000	492.00
AT STA. 281+09.5		0.000	0.00
		0.000	0.00
0123                          4044.00	692.00	1.000	692.00
PREPARATION OF STRUCTURE	EACH	1.000	692.00
AT STA. 281+09.5		0.000	0.00
		0.000	0.00
0124                          4044.01	2,467.00	1.000	2,467.00
PREPARATION OF STRUCTURE	EACH	1.000	2,467.00
AT STA. 284+40.55		0.000	0.00
		0.000	0.00
0125                          4044.02	692.00	1.000	692.00
PREPARATION OF STRUCTURE	EACH	1.000	692.00
AT STA. 2202+84		1.000	692.00
		0.000	0.00
0126                          4045.00	11,818.00	1.000	11,818.00
REMOVE STRUCTURE	EACH	1.000	11,818.00
AT STA. 288+30.945		0.000	0.00
		0.000	0.00
0127                          4045.01	12,072.00	1.000	12,072.00
REMOVE STRUCTURE	EACH	1.000	12,072.00
AT STA. 308+65.23		0.000	0.00
		0.000	0.00
0128                          4045.02	4,702.00	1.000	4,702.00
REMOVE STRUCTURE	EACH	1.000	4,702.00
AT STA. 311+88.424		0.000	0.00
		0.000	0.00
0129                          4050.01	0.53	7,615.000	4,035.95
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	7,615.000	4,035.95
		1,079.000	571.87
		0.000	0.00
0130                          4051.01	13.22	11,227.000	148,420.94
EXCAVATION FOR BOX CULVERTS	m3	11,227.000	148,420.94
		6,394.942	84,541.13
		0.000	0.00
0131                          4101.06	261.28	2,020.470	527,908.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	2,020.470	527,908.40
		1,754.500	458,414.46
		0.000	0.00
0132                          4105.59	616.20	63.520	39,141.02
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	63.520	39,141.02
		8.400	5,176.08
		0.000	0.00
0133                          4107.07	177.00	8.820	1,561.14
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	8.820	1,561.14
		4.500	796.50
		0.000	0.00
0134                          4130.06	679.38	0.080	54.35
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.080	54.35
		0.000	0.00
		0.000	0.00
0135                          4151.00	1.13	119,885.000	135,470.05
REINFORCING STEEL FOR BOX CULVERT	kg	119,885.000	135,470.05
		77,581.430	87,667.02
		0.000	0.00
0136                          4155.50	0.47	2,478.000	1,164.66
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	2,478.000	1,164.66
		269.000	126.43
		0.000	0.00
0137                          4157.00	0.47	187.000	87.89
REINFORCING STEEL FOR COLLARS	kg	187.000	87.89
		89.320	41.98
		0.000	0.00
0138                          4310.18	248.49	26.000	6,460.74
450 mm FLARED-END SECTION	EACH	26.000	6,460.74
		1.000	248.49
		0.000	0.00
0139                          4310.24	272.00	8.000	2,176.00
600 mm FLARED-END SECTION	EACH	8.000	2,176.00
		6.000	1,632.00
		0.000	0.00
0140                          4310.30	309.00	3.000	927.00
750 mm FLARED-END SECTION	EACH	3.000	927.00
		2.000	618.00
		0.000	0.00
0141                          4310.54	767.00	1.000	767.00
1350 mm FLARED-END SECTION	EACH	1.000	767.00
		0.000	0.00
		0.000	0.00
0142                          4310.60	905.00	5.000	4,525.00
1500 mm FLARED-END SECTION	EACH	5.000	4,525.00
		2.000	1,810.00
		0.000	0.00
0143                          4461.30	309.00	1.000	309.00
INSTALL 750 mm CONCRETE FLARED-END SECTION	EACH	1.000	309.00
		0.000	0.00
		0.000	0.00
0144                          4670.05	22.60	935.600	21,144.56
CULVERT SANDFILL	m3	935.600	21,144.56
		0.000	0.00
		0.000	0.00
0145                          4900.24	1,713.41	15.000	25,701.15
AREA INLET SEDIMENT FILTER	EACH	15.000	25,701.15
		0.000	0.00
		0.000	0.00
0146                          6104.00	3.68	280.000	1,030.40
BROKEN CONCRETE RIPRAP	Mg	280.000	1,030.40
		0.000	0.00
		0.000	0.00
0147                          6105.01	19.00	6,173.000	117,287.00
ROCK RIPRAP, TYPE A	Mg	6,173.000	117,287.00
		0.000	0.00
		0.000	0.00
0148                          6105.02	19.00	8,542.000	162,298.00
ROCK RIPRAP, TYPE B	Mg	8,542.000	162,298.00
		1,702.000	32,338.00
		0.000	0.00
0149                          6105.03	21.03	1,005.000	21,135.15
ROCK RIPRAP, TYPE C	Mg	1,005.000	21,135.15
		1,005.000	21,135.15
		0.000	0.00
6001                          4051.12	26.13	0.000	0.00
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT	m3	10.000	261.30
		243.630	6,366.05
		0.000	0.00
GROUP 4 CULVERTS		Contracted	1,756,331.35
		Current	1,756,592.65
		In place	957,028.90
		This Estimate	0.00
GROUP 5 SEEDING
0150                          L001.01	1,734.00	5.000	8,670.00
SEEDING, TYPE A	ha	5.000	8,670.00
		0.000	0.00
		0.000	0.00
0151                          L001.02	849.00	5.000	4,245.00
SEEDING, TYPE B	ha	5.000	4,245.00
		0.000	0.00
		0.000	0.00
0152                          L020.01	5.14	17,811.000	91,548.54
EROSION CONTROL, TYPE A	m2	17,811.000	91,548.54
		0.000	0.00
		0.000	0.00
0153                          L020.07	3.67	1,594.000	5,849.98
EROSION CONTROL, TYPE B-1	m2	1,594.000	5,849.98
		0.000	0.00
		0.000	0.00
0154                          L022.00	2.31	187.900	434.05
FABRIC SILT CHECKS	m	187.900	434.05
		0.000	0.00
		0.000	0.00
0155                          L032.75	69.25	50.000	3,462.50
MULCH	Mg	50.000	3,462.50
		0.000	0.00
		0.000	0.00
0156                          0030.50	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	114,211.07
		Current	114,211.07
		In place	0.00
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 302+93.714
0157                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0158                          0030.60	85,944.00	1.000	85,944.00
MOBILIZATION	LS	1.000	85,944.00
		0.000	0.00
		0.000	0.00
0159                          3050.15	231.89	187.400	43,456.19
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	187.400	43,456.19
		0.000	0.00
		0.000	0.00
0160                          3051.10	1.24	16,286.500	20,195.26
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	16,286.500	20,195.26
		0.000	0.00
		0.000	0.00
0161                          6000.20	3,492.00	1.000	3,492.00
PIER NO.1 EXCAVATION	LS	1.000	3,492.00
		0.000	0.00
		0.000	0.00
0162                          6000.21	3,492.00	1.000	3,492.00
PIER NO.2 EXCAVATION	LS	1.000	3,492.00
		0.000	0.00
		0.000	0.00
0163                          6005.35	99.04	35.400	3,506.02
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	35.400	3,506.02
		0.000	0.00
		0.000	0.00
0164                          6005.78	994.00	7.000	6,958.00
EXPANSION BEARING, TFE TYPE	EACH	7.000	6,958.00
		0.000	0.00
		0.000	0.00
0165                          6005.83	892.00	7.000	6,244.00
FIXED BEARING	EACH	7.000	6,244.00
		0.000	0.00
		0.000	0.00
0166                          6010.22	307.84	245.400	75,543.94
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	245.400	75,543.94
		0.000	0.00
		0.000	0.00
0167                          6010.28	314.83	310.800	97,849.16
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	310.800	97,849.16
		0.000	0.00
		0.000	0.00
0168                          6011.12	344,353.00	1.000	344,353.00
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION	LS	1.000	344,353.00
302+93.714		0.000	0.00
		0.000	0.00
0169                          6040.00	28,342.00	1.000	28,342.00
REMOVE STRUCTURE	EACH	1.000	28,342.00
AT STA. 302+93.714		0.000	0.00
		0.000	0.00
0170                          6095.00	987.40	12.000	11,848.80
STEEL DIAPHRAGM	EACH	12.000	11,848.80
		0.000	0.00
		0.000	0.00
0171                          6131.50	1.24	52,536.000	65,144.64
EPOXY COATED REINFORCING STEEL	kg	52,536.000	65,144.64
		0.000	0.00
		0.000	0.00
0172                          6210.12	44.54	1,328.500	59,171.39
HP 250 mm X 62 kg STEEL PILING	m	1,328.500	59,171.39
		0.000	0.00
		0.000	0.00
0173                          6601.15	13.12	64.800	850.18
38 mm CONDUIT IN BRIDGE	m	64.800	850.18
		0.000	0.00
		0.000	0.00
0174                          6614.10	4,178.00	2.000	8,356.00
TEMPORARY SUPPORTS	EACH	2.000	8,356.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 302+93.714		Contracted	865,546.57
		Current	865,546.57
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 302+93.714
0175                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0176                          0030.60	82,984.00	1.000	82,984.00
MOBILIZATION	LS	1.000	82,984.00
		0.000	0.00
		0.000	0.00
0177                          3050.15	231.89	187.400	43,456.19
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	187.400	43,456.19
		0.000	0.00
		0.000	0.00
0178                          3051.10	1.24	16,286.500	20,195.26
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	16,286.500	20,195.26
		0.000	0.00
		0.000	0.00
0179                          6000.20	3,492.00	1.000	3,492.00
PIER NO.1 EXCAVATION	LS	1.000	3,492.00
		0.000	0.00
		0.000	0.00
0180                          6000.21	3,492.00	1.000	3,492.00
PIER NO.2 EXCAVATION	LS	1.000	3,492.00
		0.000	0.00
		0.000	0.00
0181                          6005.35	99.04	35.400	3,506.02
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	35.400	3,506.02
		0.000	0.00
		0.000	0.00
0182                          6005.78	994.00	7.000	6,958.00
EXPANSION BEARING, TFE TYPE	EACH	7.000	6,958.00
		0.000	0.00
		0.000	0.00
0183                          6005.83	892.00	7.000	6,244.00
FIXED BEARING	EACH	7.000	6,244.00
		0.000	0.00
		0.000	0.00
0184                          6010.22	307.82	245.400	75,539.03
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	245.400	75,539.03
		0.000	0.00
		0.000	0.00
0185                          6010.28	317.48	310.800	98,672.78
CLASS 47BD-35 CONCRETE FOR BRIDGE	m3	310.800	98,672.78
		0.000	0.00
		0.000	0.00
0186                          6011.12	344,352.00	1.000	344,352.00
PRECAST-PRESTRESSED/POST-TENSIONED CONCRETE SUPERSTRUCTUREAT STATION	LS	1.000	344,352.00
302+93.714		0.000	0.00
		0.000	0.00
0187                          6095.00	987.40	12.000	11,848.80
STEEL DIAPHRAGM	EACH	12.000	11,848.80
		0.000	0.00
		0.000	0.00
0188                          6131.50	1.24	52,536.000	65,144.64
EPOXY COATED REINFORCING STEEL	kg	52,536.000	65,144.64
		0.000	0.00
		0.000	0.00
0189                          6210.12	44.54	1,328.500	59,171.39
HP 250 mm X 62 kg STEEL PILING	m	1,328.500	59,171.39
		0.000	0.00
		0.000	0.00
0190                          6601.15	13.12	181.500	2,381.28
38 mm CONDUIT IN BRIDGE	m	181.500	2,381.28
		0.000	0.00
		0.000	0.00
0191                          6614.10	4,178.00	2.000	8,356.00
TEMPORARY SUPPORTS	EACH	2.000	8,356.00
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 302+93.714		Contracted	836,593.38
		Current	836,593.38
		In place	0.00
		This Estimate	0.00
GROUP 6B BRIDGE AT STA. 286+20
0192                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0193                          0030.60	78,610.00	1.000	78,610.00
MOBILIZATION	LS	1.000	78,610.00
		0.000	0.00
		0.000	0.00
0194                          3050.15	184.43	174.300	32,146.15
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	174.300	32,146.15
		0.000	0.00
		0.000	0.00
0195                          3051.10	1.24	9,908.000	12,285.92
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,908.000	12,285.92
		0.000	0.00
		0.000	0.00
0196                          6000.10	2,542.00	1.000	2,542.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,542.00
		0.000	0.00
		0.000	0.00
0197                          6000.11	2,542.00	1.000	2,542.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,542.00
		0.000	0.00
		0.000	0.00
0198                          6000.20	5,995.00	1.000	5,995.00
PIER NO.1 EXCAVATION	LS	1.000	5,995.00
		0.000	0.00
		0.000	0.00
0199                          6005.35	98.99	34.580	3,423.07
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	34.580	3,423.07
		0.000	0.00
		0.000	0.00
0200                          6005.83	794.00	5.000	3,970.00
FIXED BEARING	EACH	5.000	3,970.00
		0.000	0.00
		0.000	0.00
0201                          6008.55	13.87	1,039.600	14,419.25
PLACING, FINISHING, AND CURING TYPE K CONCRETE OVERLAY	m2	1,039.600	14,419.25
		0.000	0.00
		0.000	0.00
0202                          6010.22	299.60	216.400	64,833.44
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	216.400	64,833.44
		0.000	0.00
		0.000	0.00
0203                          6010.26	372.12	16.800	6,251.62
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	16.800	6,251.62
		0.000	0.00
		0.000	0.00
0204                          6011.25	215,292.00	1.000	215,292.00
NU-DECK PANELS	LS	1.000	215,292.00
		0.000	0.00
		0.000	0.00
0205                          6016.04	281.95	67.500	19,031.63
CONCRETE FOR OVERLAYS-TYPE K	m3	67.500	19,031.63
		0.000	0.00
		0.000	0.00
0206                          6071.11	209,662.00	1.000	209,662.00
STEEL SUPERSTRUCTURE	LS	1.000	209,662.00
AT STA. 286+20		0.000	0.00
		0.000	0.00
0207                          6080.00	2.75	1,073.000	2,950.75
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,073.000	2,950.75
		0.000	0.00
		0.000	0.00
0208                          6107.00	76.74	38.500	2,954.49
CONCRETE SLOPE PROTECTION	m2	38.500	2,954.49
		0.000	0.00
		0.000	0.00
0209                          6131.50	1.41	18,656.000	26,304.96
EPOXY COATED REINFORCING STEEL	kg	18,656.000	26,304.96
		0.000	0.00
		0.000	0.00
0210                          6139.50	12.18	74.400	906.19
SUBSURFACE DRAINAGE MATTING	m2	74.400	906.19
		0.000	0.00
		0.000	0.00
0211                          6210.14	54.76	1,449.100	79,352.72
HP 310 mm X 79 kg STEEL PILING	m	1,449.100	79,352.72
		0.000	0.00
		0.000	0.00
0212                          6401.00	98.70	69.165	6,826.59
PEDESTRIAN BARRIER RAIL	m	69.165	6,826.59
		0.000	0.00
		0.000	0.00
0213                          6404.00	181.34	76.855	13,936.89
PEDESTRIAN RAILING (CHAIN LINK TYPE)	m	76.855	13,936.89
		0.000	0.00
		0.000	0.00
0214                          6601.15	13.12	80.350	1,054.19
38 mm CONDUIT IN BRIDGE	m	80.350	1,054.19
		0.000	0.00
		0.000	0.00
0215                          8091.00	11.88	200.000	2,376.00
GRANULAR BACKFILL	m3	200.000	2,376.00
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 286+20		Contracted	808,466.85
		Current	808,466.85
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0216                          0030.70	4,155.00	1.000	4,155.00
MOBILIZATION	LS	1.000	4,155.00
		0.000	0.00
		0.000	0.00
0217                          7011.20	54.04	167.640	9,059.27
W-BEAM GUARDRAIL	m	167.640	9,059.27
		0.000	0.00
		0.000	0.00
0218                          7011.30	87.08	64.770	5,640.17
THRIE-BEAM GUARDRAIL	m	64.770	5,640.17
		0.000	0.00
		0.000	0.00
0219                          7019.50	14,762.00	5.000	73,810.00
IMPACT ATTENUATOR	EACH	5.000	73,810.00
		0.000	0.00
		0.000	0.00
0220                          7020.00	1,382.00	4.000	5,528.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,528.00
		0.000	0.00
		0.000	0.00
0221                          7022.00	529.00	2.000	1,058.00
END ANCHORAGE ASSEMBLY	EACH	2.000	1,058.00
		0.000	0.00
		0.000	0.00
0222                          7022.50	5,250.00	2.000	10,500.00
BULLNOSE-3.8 m	EACH	2.000	10,500.00
		0.000	0.00
		0.000	0.00
0223                          7024.25	2,175.00	4.000	8,700.00
GUARDRAIL END TREATMENT, TYPE I	EACH	4.000	8,700.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	118,450.44
		Current	118,450.44
		In place	0.00
		This Estimate	0.00
GROUP 7B FENCING
0224                          0030.71	1.00	1.000	1.00
MOBILIZATION	LS	1.000	1.00
		0.000	0.00
		0.000	0.00
0225                          7100.00	7.06	1,390.000	9,813.40
RIGHT-OF-WAY FENCE	m	1,390.000	9,813.40
		0.000	0.00
		0.000	0.00
0226                          7103.00	84.00	8.000	672.00
END POSTS	EACH	8.000	672.00
		0.000	0.00
		0.000	0.00
0227                          7104.00	84.00	8.000	672.00
PULL POSTS	EACH	8.000	672.00
		0.000	0.00
		0.000	0.00
0228                          7105.00	92.00	9.000	828.00
CORNER POSTS	EACH	9.000	828.00
		0.000	0.00
		0.000	0.00
0229                          7106.12	331.00	2.000	662.00
3.7 m VEHICLE GATE	EACH	2.000	662.00
		0.000	0.00
		0.000	0.00
0230                          7110.05	19.94	4,711.000	93,937.34
1.5 METER CHAIN-LINK FENCE	m	4,711.000	93,937.34
		0.000	0.00
		0.000	0.00
0231                          7110.08	32.00	177.000	5,664.00
2.4 METER CHAIN-LINK FENCE	m	177.000	5,664.00
		0.000	0.00
		0.000	0.00
0232                          7115.05	76.07	20.000	1,521.40
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	20.000	1,521.40
		0.000	0.00
		0.000	0.00
0233                          7115.08	121.00	2.000	242.00
END POST FOR 2.4 METER CHAIN-LINK FENCE	EACH	2.000	242.00
		0.000	0.00
		0.000	0.00
0234                          7116.05	83.94	40.000	3,357.60
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	40.000	3,357.60
		0.000	0.00
		0.000	0.00
0235                          7116.08	136.00	2.000	272.00
CORNER POST FOR 2.4 METER CHAIN-LINK FENCE	EACH	2.000	272.00
		0.000	0.00
		0.000	0.00
0236                          7117.05	83.94	29.000	2,434.26
PULL POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	29.000	2,434.26
		0.000	0.00
		0.000	0.00
0237                          7117.08	136.00	1.000	136.00
PULL POST FOR 2.4 METER CHAIN-LINK FENCE	EACH	1.000	136.00
		0.000	0.00
		0.000	0.00
0238                          7121.03	467.00	3.000	1,401.00
3.7 METER VEHICLE GATE FOR 1.5 METER CHAIN-LINK FENCE	EACH	3.000	1,401.00
		0.000	0.00
		0.000	0.00
0239                          7121.20	572.00	1.000	572.00
3.7 METER VEHICLE GATE FOR 2.4 METER CHAIN-LINK FENCE	EACH	1.000	572.00
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	122,186.00
		Current	122,186.00
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0240                          A001.01	535.11	30.000	16,053.30
PULL BOX, TYPE PB-1	EACH	30.000	16,053.30
		0.000	0.00
		0.000	0.00
0241                          A001.02	403.95	11.000	4,443.45
PULL BOX, TYPE PB-1A	EACH	11.000	4,443.45
		0.000	0.00
		0.000	0.00
0242                          A001.03	561.00	3.000	1,683.00
PULL BOX, TYPE PB-1B	EACH	3.000	1,683.00
		0.000	0.00
		0.000	0.00
0243                          A001.06	672.00	2.000	1,344.00
PULL BOX, TYPE PB-2A	EACH	2.000	1,344.00
		0.000	0.00
		0.000	0.00
0244                          A001.12	351.00	8.000	2,808.00
PULL BOX, TYPE PB-5	EACH	8.000	2,808.00
		0.000	0.00
		0.000	0.00
0245                          A001.16	446.00	8.000	3,568.00
PULL BOX, TYPE PB-6	EACH	8.000	3,568.00
		0.000	0.00
		0.000	0.00
0246                          A004.00	755.44	18.000	13,597.92
TRAFFIC SIGNAL, TYPE TS-1	EACH	18.000	13,597.92
		0.000	0.00
		0.000	0.00
0247                          A004.10	609.00	4.000	2,436.00
TRAFFIC SIGNAL, TYPE TS-1A	EACH	4.000	2,436.00
		0.000	0.00
		0.000	0.00
0248                          A004.20	719.00	4.000	2,876.00
TRAFFIC SIGNAL, TYPE TS-1L	EACH	4.000	2,876.00
		0.000	0.00
		0.000	0.00
0249                          A006.15	493.00	8.000	3,944.00
PEDESTRIAN SIGNAL, TYPE PS-1	EACH	8.000	3,944.00
		0.000	0.00
		0.000	0.00
0250                          A006.70	115.00	4.000	460.00
PEDESTRIAN PUSHBUTTON, TYPE PPB	EACH	4.000	460.00
		0.000	0.00
		0.000	0.00
0251                          A006.83	467.00	2.000	934.00
PEDESTAL POLE, TYPE PP-3.7	EACH	2.000	934.00
		0.000	0.00
		0.000	0.00
0252                          A006.93	152.00	2.000	304.00
VEHICLE DETECTOR, TYPE C PREFORMED	EACH	2.000	304.00
		0.000	0.00
		0.000	0.00
0253                          A006.98	131.15	32.000	4,196.80
VEHICLE DETECTOR, TYPE A PREFORMED	EACH	32.000	4,196.80
		0.000	0.00
		0.000	0.00
0254                          A007.00	136.40	41.000	5,592.40
VEHICLE DETECTOR, TYPE B PREFORMED	EACH	41.000	5,592.40
		0.000	0.00
		0.000	0.00
0255                          A007.08	420.00	2.000	840.00
VEHICLE DETECTOR, TYPE TD-3	EACH	2.000	840.00
		0.000	0.00
		0.000	0.00
0256                          A008.76	1,894.00	1.000	1,894.00
STREET LIGHTING UNIT, TYPE SL-S-12.2-1.2-0.20	EACH	1.000	1,894.00
		0.000	0.00
		0.000	0.00
0257                          A008.89	2,114.19	14.000	29,598.66
STREET LIGHTING UNIT, TYPE SL-S-12.2-0.3 & 0.3-0.20	EACH	14.000	29,598.66
		0.000	0.00
		0.000	0.00
0258                          A009.16	1,432.19	46.000	65,880.74
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20	EACH	46.000	65,880.74
		0.000	0.00
		0.000	0.00
0259                          A010.59	588.00	6.000	3,528.00
UNDERDECK LUMINAIRE, TYPE UD-200	EACH	6.000	3,528.00
		0.000	0.00
		0.000	0.00
0260                          A010.60	588.00	2.000	1,176.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	2.000	1,176.00
		0.000	0.00
		0.000	0.00
0261                          A012.05	9,102.00	1.000	9,102.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7	EACH	1.000	9,102.00
		0.000	0.00
		0.000	0.00
0262                          A012.60	9,427.00	1.000	9,427.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-15.5-3.7	EACH	1.000	9,427.00
		0.000	0.00
		0.000	0.00
0263                          A012.95	11,935.00	2.000	23,870.00
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-20-3.7	EACH	2.000	23,870.00
		0.000	0.00
		0.000	0.00
0264                          A020.30	1,637.00	10.000	16,370.00
LIGHTING CONTROL CENTER, TYPE R	EACH	10.000	16,370.00
		0.000	0.00
		0.000	0.00
0265                          A070.10	7.34	2,911.000	21,366.74
38 mm CONDUIT IN TRENCH	m	2,911.000	21,366.74
		0.000	0.00
		0.000	0.00
0266                          A070.14	7.66	1,009.000	7,728.94
50 mm CONDUIT IN TRENCH	m	1,009.000	7,728.94
		0.000	0.00
		0.000	0.00
0267                          A070.18	13.12	26.000	341.12
75 mm CONDUIT IN TRENCH	m	26.000	341.12
		0.000	0.00
		0.000	0.00
0268                          A072.10	11.02	588.000	6,479.76
38 mm CONDUIT UNDER ROADWAY	m	588.000	6,479.76
		0.000	0.00
		0.000	0.00
0269                          A072.14	13.64	172.000	2,346.08
50 mm CONDUIT UNDER ROADWAY	m	172.000	2,346.08
		0.000	0.00
		0.000	0.00
0270                          A072.18	17.84	220.000	3,924.80
75 mm CONDUIT UNDER ROADWAY	m	220.000	3,924.80
		0.000	0.00
		0.000	0.00
0271                          A077.12	2.26	183.000	413.58
2/C #14 AWG TRAFFIC SIGNAL CABLE	m	183.000	413.58
		0.000	0.00
		0.000	0.00
0272                          A077.15	2.52	758.000	1,910.16
5/C #14 AWG TRAFFIC SIGNAL CABLE	m	758.000	1,910.16
		0.000	0.00
		0.000	0.00
0273                          A077.17	4.83	1,204.000	5,815.32
7/C #14 AWG TRAFFIC SIGNAL CABLE	m	1,204.000	5,815.32
		0.000	0.00
		0.000	0.00
0274                          A077.22	5.82	183.000	1,065.06
12/C #14 AWG TRAFFIC SIGNAL CABLE	m	183.000	1,065.06
		0.000	0.00
		0.000	0.00
0275                          A079.01	2.20	1,423.000	3,130.60
2/C #14 AWG DETECTOR LEAD-IN CABLE	m	1,423.000	3,130.60
		0.000	0.00
		0.000	0.00
0276                          A079.07	2.31	484.000	1,118.04
OPTICAL DETECTOR CABLE	m	484.000	1,118.04
		0.000	0.00
		0.000	0.00
0277                          A079.50	2.41	1,363.000	3,284.83
GROUNDING CONDUCTOR	m	1,363.000	3,284.83
		0.000	0.00
		0.000	0.00
0278                          A079.55	3.31	216.000	714.96
SERVICE CABLE	m	216.000	714.96
		0.000	0.00
		0.000	0.00
0279                          A080.22	2.26	4,530.000	10,237.80
STREET LIGHTING CABLE, NO. 6 BARE	m	4,530.000	10,237.80
		0.000	0.00
		0.000	0.00
0280                          A080.24	2.62	9,060.000	23,737.20
STREET LIGHTING CABLE, NO. 6 USE	m	9,060.000	23,737.20
		0.000	0.00
		0.000	0.00
0281                          A500.20	992.00	2.000	1,984.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170	EACH	2.000	1,984.00
		0.000	0.00
		0.000	0.00
0282                          A630.03	136.00	2.000	272.00
REMOVE PEDESTAL POLE	EACH	2.000	272.00
		0.000	0.00
		0.000	0.00
0283                          A630.20	68.00	3.000	204.00
REMOVE PULL BOX	EACH	3.000	204.00
		0.000	0.00
		0.000	0.00
0284                          A700.20	682.00	22.000	15,004.00
RELOCATE STREET LIGHTING UNIT	EACH	22.000	15,004.00
		0.000	0.00
		0.000	0.00
0285                          A780.05	4,596.00	1.000	4,596.00
TEMPORARY LIGHTING SYSTEM	EACH	1.000	4,596.00
AT STA. 305+25		1.000	4,596.00
		0.000	0.00
0286                          A780.10	5,362.00	1.000	5,362.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	5,362.00
AT STA. 279+88		1.000	5,362.00
		0.000	0.00
0287                          A780.11	5,257.00	1.000	5,257.00
CROSSOVER LIGHTING SYSTEM	EACH	1.000	5,257.00
AT STA. 292+26		0.000	0.00
		0.000	0.00
0288                          A800.51	10.23	1,000.000	10,230.00
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	1,000.000	10,230.00
AT STA. 279+88		123.000	1,258.29
		77.000	787.71
0289                          A800.53	10.23	735.000	7,519.05
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM	DAY	735.000	7,519.05
AT STA. 292+26		0.000	0.00
		0.000	0.00
0290                          A800.56	10.23	660.000	6,751.80
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM	DAY	660.000	6,751.80
AT STA. 305+25		115.000	1,176.45
		78.000	797.94
0291                          A800.70	11.54	1,020.000	11,770.80
MAINTENANCE OF LIGHTING UNITS	DAY	1,020.000	11,770.80
		0.000	0.00
		0.000	0.00
0292                          0003.75	20,182.00	1.000	20,182.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	20,182.00
PHASE 2		0.000	0.00
		0.000	0.00
0293                          0003.76	20,670.00	1.000	20,670.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	20,670.00
PHASE 3 & 4		0.000	0.00
		0.000	0.00
0294                          0030.81	8,236.00	1.000	8,236.00
MOBILIZATION	LS	1.000	8,236.00
		0.000	0.00
		0.000	0.00
GROUP 8B ELECTRICAL		Contracted	437,580.91
		Current	437,580.91
		In place	12,392.74
		This Estimate	1,585.65
GROUP 8C SIGNING
0295                          A010.08	708.23	16.000	11,331.68
LUMINAIRE, TYPE HPS-150	EACH	16.000	11,331.68
		0.000	0.00
		0.000	0.00
0296                          0030.82	9,679.00	1.000	9,679.00
MOBILIZATION	LS	1.000	9,679.00
		0.000	0.00
		0.000	0.00
0297                          7312.00	9,852.00	1.000	9,852.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	9,852.00
3		0.000	0.00
		0.000	0.00
0298                          7312.01	35,464.00	1.000	35,464.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	35,464.00
6		0.000	0.00
		0.000	0.00
0299                          7312.02	38,139.00	1.000	38,139.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	38,139.00
8		0.000	0.00
		0.000	0.00
0300                          7312.03	49,781.00	1.000	49,781.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	49,781.00
10		0.000	0.00
		0.000	0.00
0301                          7312.04	41,277.00	1.000	41,277.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	41,277.00
11		0.000	0.00
		0.000	0.00
0302                          7312.05	38,585.00	1.000	38,585.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	38,585.00
13		0.000	0.00
		0.000	0.00
0303                          7312.06	53,615.00	1.000	53,615.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	53,615.00
15		0.000	0.00
		0.000	0.00
0304                          7322.01	139.02	204.840	28,476.86
TYPE B SIGN	m2	204.840	28,476.86
		0.000	0.00
		0.000	0.00
0305                          7340.00	5.25	1,661.000	8,720.25
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,661.000	8,720.25
		0.000	0.00
		0.000	0.00
0306                          7360.24	309.52	18.000	5,571.36
600 mm SIGN SUPPORT FOOTING	EACH	18.000	5,571.36
		0.000	0.00
		0.000	0.00
GROUP 8C SIGNING		Contracted	330,492.15
		Current	330,492.15
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0307                          0001.08	0.20	120,575.000	24,115.00
BARRICADE, TYPE II	BDAY	120,575.000	24,115.00
		26,313.000	5,262.60
		1,736.000	347.20
0308                          0001.10	1.67	24,889.000	41,564.63
BARRICADE, TYPE III	BDAY	24,889.000	41,564.63
		16,082.000	26,856.94
		1,834.000	3,062.78
0309                          0001.30	0.79	6,120.000	4,834.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	6,120.000	4,834.80
		0.000	0.00
		0.000	0.00
0310                          0001.75	6.30	360.000	2,268.00
TEMPORARY SIGN DAY	EACH	360.000	2,268.00
		102.000	642.60
		0.000	0.00
0311                          0001.90	0.21	76,390.000	16,041.90
SIGN DAY	EACH	76,390.000	16,041.90
		18,246.000	3,831.66
		1,932.000	405.72
0312                          0002.30	0.50	11,600.000	5,800.00
PAVEMENT MARKING REMOVAL	m	11,600.000	5,800.00
		16,319.000	8,159.50
		0.000	0.00
0313                          0002.38	0.31	17,600.000	5,456.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	17,600.000	5,456.00
		35,145.410	10,895.08
		0.000	0.00
0314                          0002.97	11.12	2,060.000	22,907.20
FLASHING ARROW PANEL	DAY	2,060.000	22,907.20
		517.000	5,749.04
		42.000	467.04
0315                          0003.10	359.51	30.000	10,785.30
FLAGGING	DAY	30.000	10,785.30
		8.000	2,876.08
		0.000	0.00
0316                          0003.50	182.59	580.000	105,902.20
CONCRETE PROTECTION BARRIER	m	580.000	105,902.20
		312.420	57,044.77
		0.000	0.00
0317                          0010.04	1,355.00	1.000	1,355.00
FIELD OFFICE	EACH	1.000	1,355.00
		1.000	1,355.00
		0.000	0.00
0318                          0030.00	12,591.00	1.000	12,591.00
MOBILIZATION	LS	1.000	12,591.00
		1.972	24,834.56
		0.000	0.00
0319                          7019.64	8,394.00	4.000	33,576.00
TEMPORARY IMPACT ATTENUATOR	EACH	4.000	33,576.00
		4.000	33,576.00
		0.000	0.00
0320                          9110.01	104.92	100.000	10,492.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	100.000	10,492.00
		15.000	1,573.80
		0.000	0.00
0321                          9110.03	78.69	100.000	7,869.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	100.000	7,869.00
		0.000	0.00
		0.000	0.00
0322                          9110.06	104.92	100.000	10,492.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	10,492.00
		3.270	343.09
		0.000	0.00
0323                          9110.07	83.94	100.000	8,394.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	100.000	8,394.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	324,444.03
		Current	324,444.03
		In place	183,000.72
		This Estimate	4,282.74
Totals for contract		Contracted	18,371,814.38
		Current	18,375,110.15
		In place	2,473,816.55
		This Estimate	8,902.86