Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2835X
Estimate Number:	0008
Pay Period End Date:	07.26.2003

Contract Location:
WEST DODGE BRIDGE OVER I-680	Estimate Type:	PROG
Contractor:
VRANA & SON CONSTRUCTION CO./CHAS.	Date Let:	11.14.2002
4816 F ST	Date Awarded:	12.02.2002
	Date Contract Executed:	12.11.2002
	Date Notice to Proceed:	12.11.2002
OMAHA NE 68117-1481	Date Work Began:
Phone:	Date Physical Work Completed:
(402)733-5200	Date Accepted:
Escrow Agent:
Surety Co:
HARTFORD FIRE INSURANCE COMPANY

Counties
DOUGLAS

Project Number		PCT			Fed State Project Number		Description
21835 000		0.000			EACNH-680-9(791)		BRIDGE
21838 000		0.000			EACBH-680-9(794)		BRIDGE
21840 000		0.000			EACIM-680-9(796)		GR CP CULV SEED GDRL FENCE ELEC SIGN
21880 000		0.000			EACNH-EACBH-6-7(160)		GR CP CULV SEED BR
21881 000		0.000			EACNH-6-7(161)		BRIDGE

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$3,033,101.45	$2,464,579.99	$568,521.46
$15,731,761.20	Stockpiled Materials	$365,434.84	$217,407.26	$148,027.58
Original Contract Amt	Gross Earnings	$3,398,536.29	$2,681,987.25	$716,549.04
$15,694,829.63	Retainage	$-25,000.00	$-24,645.81	$-354.19
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
19.28%	Net Earnings	$3,373,536.29	$2,657,341.44	$716,194.85
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$-2,100.00	$-2,100.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$.00	$.00	$.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	-$2,100.00	-$2,100.00	$.00
	Payment	$3,371,436.29	$2,655,241.44	$716,194.85
Project Manager			Div. Head/Dist. Eng.
Baehr, Dennis	08.01.2003		Lech, Marvin (Marv)	08.01.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	08.01.2003
Controller Div. Processed
Burling, Laurie	08.04.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0214	6005.83	FIXED BEARING
		S.P. Initial Payment	914.75	E23221
		ANCHOR BOLTS
		Total for estimate 0001:	914.75
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0213	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	6,500.00	E23644
		EXPANSION BEARING, TFE TYPE
0214	6005.83	FIXED BEARING
		S.P. Initial Payment	5,507.36	E23644
		FIXED BEARING
		Total for estimate 0006:	12,007.36
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0220	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	10,794.17	3672
		EPOXY COATED RE-STEEL
0223	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	8,310.41	2-137-C
		HP 310 mm X 79kg STEEL PILE
		Total for estimate 0008:	19,104.58
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0239	6005.83	FIXED BEARING
		S.P. Initial Payment	922.11	E23221
		ANCHOR BOLTS
		Total for estimate 0001:	922.11
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0238	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	7,474.80	E23643
		EXPANSION BEARING, TFE TYPE
0239	6005.83	FIXED BEARING
		S.P. Initial Payment	1,959.75	E23643
		FIXED BEARING
		Total for estimate 0006:	9,434.55
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0245	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	7,569.09	3673
		EPOXY COATED RE-STEEL
		S.P. Adjustment	-1,789.67	3673
		EPOXY COATED RE-STEEL
		Total for estimate 0008:	5,779.42
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	44,334.05	1024995
		Dowel baskets
		Total for estimate 0005:	44,334.05
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	40,610.15	1024996
		Dowel baskets
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Initial Payment	27,196.24	1024996
		DOWEL BASKETS
0066	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	633.88	119789
		CAST IRON GRATE & FRAME
0067	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	337.49	119789
		CAST IRON RING & COVER
0073	4764.34	100 mm NONPERFORATED PIPE UNDERDRAIN
		S.P. Initial Payment	47.50	9460404
		UNDERDRAIN PIPE NONPERF
		S.P. Initial Payment	114.00	9451917
		UNDERDRAIN PIPE NONPERF
0074	4764.35	100 mm PERFORATED PIPE UNDERDRAIN
		S.P. Initial Payment	3,906.22	9451917
		UNDERDRAIN PIPE PERF
0092	4002.00	CAST IRON COVER AND FRAME
		S.P. Initial Payment	1,847.54	119789
		CAST IRON COVER & FRAME
0094	4004.50	CAST IRON GRATE AND FRAME
		S.P. Initial Payment	26,534.10	119789
		CAST IRON GRATE & FRAME
0095	4005.00	CAST IRON RING AND COVER
		S.P. Initial Payment	3,712.39	119789
		CAST IRON RING & COVER
0281	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	2,991.87	16072
		38 mm CONDUIT IN TRENCH
0282	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,141.96	16072
		50 mm CONDUIT IN TRENCH
0283	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Initial Payment	3,366.98	16072
		75 mm CONDUIT IN TRENCH
		Total for estimate 0006:	112,440.32
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,731.01	1024996
		DOWEL BASKETS
		Total for estimate 0007:	-1,731.01
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	4095.00	CONCRETE FACE PANELS
		S.P. Initial Payment	49,931.48	38683
		Concrete Face Panels
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,107.37	1024995
		Dowel baskets
		S.P. Initial Payment	3,900.09	52776
		WIGGLE BOLTS
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-3,683.31	1024996
		DOWEL BASKETS
		S.P. Initial Payment	3,599.95	52776
		WIGGLE BOLTS
		S.P. Adjustment	-390.13	52776
		WIGGLE BOLTS
0124	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Initial Payment	2,594.70	3625
		RE-STEEL FOR INLET & JCT BOX
0282	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-40.85	16072
		50 mm CONDUIT IN TRENCH
		Total for estimate 0008:	50,804.56
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0164	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	864.22	E23221
		ANCHOR BOLTS
0165	6005.83	FIXED BEARING
		S.P. Initial Payment	863.31	E23221
		ANCHOR BOLTS
0175	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Initial Payment	7,427.24	2-50-C
		Total for estimate 0001:	9,154.77
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,936.19	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0002:	3,936.19
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,494.35	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	8,885.15	3445
		EPOXY COATED REINFORCING STEEL
0174	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	4,565.85	2064-C
0175	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-6,715.11	2-50-C
		S.P. Initial Payment	2,678.68	2064-C
		Total for estimate 0003:	6,920.22
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-140.48	3412
		EPOXY COATED REINFORCING STEEL
0175	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-712.13	2-50-C
		S.P. Adjustment	-1,455.79	2064-C
		Total for estimate 0004:	-2,308.40
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-408.92	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0005:	-408.92
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0093	4003.00	CAST IRON COVER, FRAME, AND FLANGE
		S.P. Initial Payment	1,706.92	119789
		CAST IRON COVER, FRAME & FLANGE
		S.P. Adjustment	-568.97	119789
		CAST IRON COVER, FRAME & FLANGE
0164	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	7,357.32	E23642
		EXPANSION BEARING, TFE TYPE
0165	6005.83	FIXED BEARING
		S.P. Initial Payment	3,179.60	E23642
		FIXED BEARING
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-827.64	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0006:	10,847.23
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0165	6005.83	FIXED BEARING
		S.P. Adjustment	-391.08	E23221
		ANCHOR BOLTS
		S.P. Adjustment	-317.96	E23642
		FIXED BEARING
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-64.80	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-141.57	3445
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0007:	-915.41
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-813.48	3445
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0008:	-813.48
Est Nbr:	0002
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	3,812.59	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-502.03	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0002:	3,310.56
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-603.25	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	1,447.83	3445
		EPOXY COATED REINFORCING STEEL
0200	6251.50	DRILLED SHAFT
		S.P. Initial Payment	2,015.20	3431
		Total for estimate 0003:	2,859.78
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-555.99	3412
		EPOXY COATED REINFORCING STEEL
0200	6251.50	DRILLED SHAFT
		S.P. Adjustment	-2,015.20	3431
		Total for estimate 0004:	-2,571.19
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-730.72	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0005:	-730.72
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Initial Payment	6,125.12	E23645
		EXPANSION BEARING, TFE TYPE
0191	6005.83	FIXED BEARING
		S.P. Initial Payment	2,865.90	E23645
		FIXED BEARING
		Total for estimate 0006:	8,991.02
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0194	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	73,152.50	9401040402
		PRECAST/PRESTRESSED CONC. SUPERSTR
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Closure	-1,420.60	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	1,420.60	3412
		EPOXY COATED REINFORCING STEEL
		Total for estimate 0008:	73,152.50
		Total remaining for contract:	365,434.84

			1. Contracted
			2. Current
			3. To date
Item Nbr        Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 6B BRIDGE AT STA. 105+08.526
0205                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0206                          0030.60	45,000.00	1.000	45,000.00
MOBILIZATION	LS	1.000	45,000.00
		0.000	0.00
		0.000	0.00
0207                          3050.15	190.20	396.600	75,433.32
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	396.600	75,433.32
		0.000	0.00
		0.000	0.00
0208                          3051.10	1.00	23,480.000	23,480.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	23,480.000	23,480.00
		0.000	0.00
		0.000	0.00
0209                          6000.10	4,643.60	1.000	4,643.60
ABUTMENT NO.1 EXCAVATION	LS	1.000	4,643.60
		0.150	696.54
		0.000	0.00
0210                          6000.11	3,210.40	1.000	3,210.40
ABUTMENT NO.2 EXCAVATION	LS	1.000	3,210.40
		0.150	481.56
		0.150	481.56
0211                          6000.20	6,875.70	1.000	6,875.70
PIER NO.1 EXCAVATION	LS	1.000	6,875.70
		0.400	2,750.28
		0.400	2,750.28
0212                          6005.35	102.00	78.800	8,037.60
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	78.800	8,037.60
		0.000	0.00
		0.000	0.00
0213                          6005.78	478.60	26.000	12,443.60
EXPANSION BEARING, TFE TYPE	EACH	26.000	12,443.60
		0.000	0.00
		0.000	0.00
0214                          6005.83	864.60	13.000	11,239.80
FIXED BEARING	EACH	13.000	11,239.80
		0.000	0.00
		0.000	0.00
0215                          6010.22	357.80	392.500	140,436.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	392.500	140,436.50
		0.000	0.00
		0.000	0.00
0216                          6010.26	327.00	1,387.400	453,679.80
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	1,387.400	453,679.80
		0.000	0.00
		0.000	0.00
0217                          6030.00	34,337.80	1.000	34,337.80
PREPARATION OF BRIDGE	EACH	1.000	34,337.80
AT STA. 105+08.526		0.400	13,735.12
		0.000	0.00
0218                          6071.11	692,292.10	1.000	692,292.10
STEEL SUPERSTRUCTURE	LS	1.000	692,292.10
AT STA. 105+08.526		0.000	0.00
		0.000	0.00
0219                          6107.00	55.10	735.000	40,498.50
CONCRETE SLOPE PROTECTION	m2	735.000	40,498.50
		0.000	0.00
		0.000	0.00
0220                          6131.50	1.10	114,110.000	125,521.00
EPOXY COATED REINFORCING STEEL	kg	114,110.000	125,521.00
		0.000	0.00
		0.000	0.00
0221                          6139.50	27.00	235.000	6,345.00
SUBSURFACE DRAINAGE MATTING	m2	235.000	6,345.00
		0.000	0.00
		0.000	0.00
0222                          6210.12	53.00	1,167.600	61,882.80
HP 250 mm X 62 kg STEEL PILING	m	1,167.600	61,882.80
		0.000	0.00
		0.000	0.00
0223                          6210.14	68.00	513.100	34,890.80
HP 310 mm X 79 kg STEEL PILING	m	513.100	34,890.80
		0.000	0.00
		0.000	0.00
0224                          6510.55	10,996.90	1.000	10,996.90
TEMPORARY BRIDGE SHORING	LS	1.000	10,996.90
		0.500	5,498.45
		0.500	5,498.45
0225                          6601.15	22.00	207.200	4,558.40
38 mm CONDUIT IN BRIDGE	m	207.200	4,558.40
		0.000	0.00
		0.000	0.00
0226                          7110.02	169.60	8.700	1,475.52
0.9 METER CHAIN-LINK FENCE	m	8.700	1,475.52
		0.000	0.00
		0.000	0.00
0227                          8091.00	46.20	586.000	27,073.20
GRANULAR BACKFILL	m3	586.000	27,073.20
		0.000	0.00
		0.000	0.00
GROUP 6B BRIDGE AT STA. 105+08.526		Contracted	1,825,152.34
		Current	1,825,152.34
		In place	23,161.95
		This Estimate	8,730.29
GROUP 6C BRIDGE AT STA. 111+66.25
0228                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0229                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		0.000	0.00
		0.000	0.00
0230                          3050.15	190.20	415.000	78,933.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	415.000	78,933.00
		0.000	0.00
		0.000	0.00
0231                          3051.10	1.00	25,040.000	25,040.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	25,040.000	25,040.00
		0.000	0.00
		0.000	0.00
0232                          6000.10	2,067.80	1.000	2,067.80
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,067.80
		0.000	0.00
		0.000	0.00
0233                          6000.11	2,103.40	1.000	2,103.40
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,103.40
		0.000	0.00
		0.000	0.00
0234                          6000.20	2,128.30	1.000	2,128.30
PIER NO.1 EXCAVATION	LS	1.000	2,128.30
		0.300	638.49
		0.300	638.49
0235                          6000.21	2,128.30	1.000	2,128.30
PIER NO.2 EXCAVATION	LS	1.000	2,128.30
		0.300	638.49
		0.300	638.49
0236                          6000.22	2,128.30	1.000	2,128.30
PIER NO.3 EXCAVATION	LS	1.000	2,128.30
		0.300	638.49
		0.300	638.49
0237                          6005.35	112.30	82.400	9,253.52
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	82.400	9,253.52
		0.000	0.00
		0.000	0.00
0238                          6005.78	432.40	64.000	27,673.60
EXPANSION BEARING, TFE TYPE	EACH	64.000	27,673.60
		0.000	0.00
		0.000	0.00
0239                          6005.83	519.50	16.000	8,312.00
FIXED BEARING	EACH	16.000	8,312.00
		0.000	0.00
		0.000	0.00
0240                          6010.22	441.60	272.300	120,247.68
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	272.300	120,247.68
		19.400	8,567.04
		19.400	8,567.04
0241                          6010.26	411.80	543.700	223,895.66
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	543.700	223,895.66
		0.000	0.00
		0.000	0.00
0242                          6030.00	70,504.60	1.000	70,504.60
PREPARATION OF BRIDGE	EACH	1.000	70,504.60
AT STA. 111+66.25		0.200	14,100.92
		0.000	0.00
0243                          6071.12	270,703.20	1.000	270,703.20
STEEL SUPERSTRUCTURE	LS	1.000	270,703.20
AT STA. 111+66.25		0.000	0.00
		0.000	0.00
0244                          6107.00	55.60	1,178.000	65,496.80
CONCRETE SLOPE PROTECTION	m2	1,178.000	65,496.80
		0.000	0.00
		0.000	0.00
0245                          6131.50	1.00	87,610.000	87,610.00
EPOXY COATED REINFORCING STEEL	kg	87,610.000	87,610.00
		3,286.820	3,286.82
		3,286.820	3,286.82
0246                          6139.50	24.20	118.000	2,855.60
SUBSURFACE DRAINAGE MATTING	m2	118.000	2,855.60
		0.000	0.00
		0.000	0.00
0247                          6210.12	49.70	870.300	43,253.91
HP 250 mm X 62 kg STEEL PILING	m	870.300	43,253.91
		0.000	0.00
		0.000	0.00
0248                          6210.14	65.00	38.100	2,476.50
HP 310 mm X 79 kg STEEL PILING	m	38.100	2,476.50
		0.000	0.00
		0.000	0.00
0249                          6510.55	17,896.30	1.000	17,896.30
TEMPORARY BRIDGE SHORING	LS	1.000	17,896.30
		0.000	0.00
		0.000	0.00
0250                          6601.15	24.00	176.200	4,228.80
38 mm CONDUIT IN BRIDGE	m	176.200	4,228.80
		0.000	0.00
		0.000	0.00
0251                          8091.00	46.20	240.000	11,088.00
GRANULAR BACKFILL	m3	240.000	11,088.00
		0.000	0.00
		0.000	0.00
GROUP 6C BRIDGE AT STA. 111+66.25		Contracted	1,120,825.27
		Current	1,120,825.27
		In place	27,870.25
		This Estimate	13,769.33
GROUP 1 GRADING
0001                          0030.10	90,386.80319	1.000	90,386.80
MOBILIZATION	LS	1.000	90,386.80
		1.000	90,386.80
		0.000	0.00
0002                          1000.00	150.00	6.000	900.00
LARGE TREE REMOVAL	EACH	6.000	900.00
		33.000	4,950.00
		0.000	0.00
0003                          1009.00	12,000.00	1.000	12,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,000.00
FOR PROJECT EACIM-680-9(796)		0.500	6,000.00
		0.000	0.00
0005                          1010.01	3.95	245,686.000	970,459.70
EXCAVATION (ESTABLISHED QUANTITY)	m3	245,686.000	970,459.70
		99,300.000	392,235.00
		6,450.000	25,477.50
0006                          1011.00	2.60	3,848.000	10,004.80
WATER	kL	3,848.000	10,004.80
		105.980	275.55
		0.000	0.00
0007                          1021.10	10.00	216.000	2,160.00
REMOVE DELINEATOR UNITS	EACH	216.000	2,160.00
		45.000	450.00
		0.000	0.00
0008                          1101.25	8.20	1,839.000	15,079.80
SAWING PAVEMENT	m	1,839.000	15,079.80
		55.800	457.56
		0.000	0.00
0009                          1102.00	5.50	29,316.000	161,238.00
REMOVE ASPHALT SURFACE	m2	29,316.000	161,238.00
		14,573.500	80,154.25
		0.000	0.00
0010                          1107.00	3.50	108.000	378.00
REMOVE WALK	m2	108.000	378.00
		0.000	0.00
		0.000	0.00
0011                          1109.00	21.30	420.200	8,950.26
REMOVE CURB	m	420.200	8,950.26
		218.500	4,654.05
		0.000	0.00
0012                          1109.20	277.60	24.000	6,662.40
REMOVE CONCRETE BARRIER	m	24.000	6,662.40
		24.000	6,662.40
		0.000	0.00
0013                          1111.00	7.00	1,396.000	9,772.00
REMOVE FENCE	m	1,396.000	9,772.00
		1,145.200	8,016.40
		123.000	861.00
0014                          1114.10	102.00	42.600	4,345.20
REMOVE RETAINING WALL	m	42.600	4,345.20
		0.000	0.00
		0.000	0.00
0015                          1121.00	550.00	2.000	1,100.00
REMOVE CONCRETE FLUME	EACH	2.000	1,100.00
		1.000	550.00
		0.000	0.00
0016                          1122.01	3.50	1,160.000	4,060.00
REMOVE CONCRETE MEDIAN SURFACING	m2	1,160.000	4,060.00
		0.000	0.00
		0.000	0.00
0017                          1123.00	3.50	1,241.000	4,343.50
REMOVE CONCRETE DITCH LINER	m2	1,241.000	4,343.50
		2,704.590	9,466.07
		0.000	0.00
0018                          3017.50	64.00	1,778.000	113,792.00
INTERLOCKING CONCRETE PAVER BLOCK	m2	1,778.000	113,792.00
		0.000	0.00
		0.000	0.00
0019                          3017.55	18.00	1,041.000	18,738.00
SOIL GRID CONFINEMENT SYSTEM	m2	1,041.000	18,738.00
		0.000	0.00
		0.000	0.00
0020                          3275.20	6.40	42,606.000	272,678.40
CRUSH CONCRETE PAVEMENT	m2	42,606.000	272,678.40
		9,457.960	60,530.94
		0.000	0.00
0021                          7017.00	11.40	489.600	5,581.44
REMOVE GUARDRAIL	m	489.600	5,581.44
		1,296.100	14,775.54
		0.000	0.00
0022                          L006.50	850.00	9.000	7,650.00
TEMPORARY SEEDING	ha	9.000	7,650.00
		5.660	4,811.00
		0.000	0.00
0023                          L020.00	1.30	113,942.000	148,124.60
EROSION CONTROL	m2	113,942.000	148,124.60
		0.000	0.00
		0.000	0.00
0024                          L020.01	5.00	8,843.000	44,215.00
EROSION CONTROL, TYPE A	m2	8,843.000	44,215.00
		0.000	0.00
		0.000	0.00
0025                          L020.08	5.15	8,841.000	45,531.15
EROSION CONTROL, TYPE AA	m2	8,841.000	45,531.15
		0.000	0.00
		0.000	0.00
0026                          L020.09	9.90	7,766.000	76,883.40
EROSION CONTROL, TYPE AAA	m2	7,766.000	76,883.40
		0.000	0.00
		0.000	0.00
0027                          L020.10	1.50	2,489.000	3,733.50
EROSION CONTROL, TYPE HV	m2	2,489.000	3,733.50
		2,783.220	4,174.84
		0.000	0.00
0028                          L021.21	25.00	72.000	1,800.00
EROSION CHECKS, TYPE AA	BALE	72.000	1,800.00
		0.000	0.00
		0.000	0.00
0029                          L022.11	7.50	1,990.000	14,925.00
FABRIC SILT FENCE-LOW POROSITY	m	1,990.000	14,925.00
		1,211.000	9,082.52
		0.000	0.00
0030                          L022.12	8.50	1,024.000	8,704.00
FABRIC SILT FENCE-HIGH POROSITY	m	1,024.000	8,704.00
		12.900	109.65
		0.000	0.00
0031                          L022.23	17.00	18.000	306.00
FABRIC SILT FENCE-WP-WW-LOW POROSITY	m	18.000	306.00
		21.100	358.70
		0.000	0.00
0032                          L022.24	18.00	68.000	1,224.00
FABRIC SILT FENCE-WP-WW-HIGH POROSITY	m	68.000	1,224.00
		116.470	2,096.46
		0.000	0.00
GROUP 1 GRADING		Contracted	2,065,726.95
		Current	2,065,726.95
		In place	700,197.73
		This Estimate	26,338.50
GROUP 1A MSE WALLS
0033                          0030.10	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		0.000	0.00
		0.000	0.00
0034                          4095.00	121.10	410.000	49,651.00
CONCRETE FACE PANELS	m2	410.000	49,651.00
		0.000	0.00
		0.000	0.00
0035                          4095.10	40.60	71.800	2,915.08
CONCRETE LEVELING PADS	m	71.800	2,915.08
		0.000	0.00
		0.000	0.00
0036                          4095.20	91.30	72.800	6,646.64
COPING	m	72.800	6,646.64
		0.000	0.00
		0.000	0.00
0037                          4350.24	34.80	190.500	6,629.40
600 mm CORRUGATED METAL PIPE	m	190.500	6,629.40
		0.000	0.00
		0.000	0.00
0038                          8024.75	14.90	3,161.000	47,098.90
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	3,161.000	47,098.90
		0.000	0.00
		0.000	0.00
4006                          3900.25	29.98	0.000	0.00
ADDITIONAL COST	m2	410.000	12,291.80
ADDITIONAL COST FOR MSE WALL PANELS		0.000	0.00
		0.000	0.00
GROUP 1A MSE WALLS		Contracted	137,941.02
		Current	150,232.82
		In place	0.00
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0039                          0002.61	26.00	150.000	3,900.00
PLOWABLE PAVEMENT MARKER	EACH	150.000	3,900.00
		0.000	0.00
		0.000	0.00
0040                          0030.30	78,006.05192	1.000	78,006.05
MOBILIZATION	LS	1.000	78,006.05
		1.000	78,006.05
		0.500	39,003.02
0041                          1020.02	16.00	288.000	4,608.00
DELINEATOR, TYPE II	EACH	288.000	4,608.00
		0.000	0.00
		0.000	0.00
0042                          3008.05	4.20	271.000	1,138.20
TIE BARS	EACH	271.000	1,138.20
		56.000	235.20
		0.000	0.00
0043                          3010.00	45.50	258.000	11,739.00
CONCRETE CLASS 47B-20 CURB	m	258.000	11,739.00
SPECIAL		0.000	0.00
		0.000	0.00
0044                          3011.22	13.80	2,351.200	32,446.56
CONCRETE CLASS 47B-20 CURB TYPE II	m	2,351.200	32,446.56
		0.000	0.00
		0.000	0.00
0045                          3013.13	142.10	317.500	45,116.75
CONCRETE CLASS 47BD-30 BARRIER CURB	m	317.500	45,116.75
		0.000	0.00
		0.000	0.00
0046                          3013.25	863.20	2.000	1,726.40
CONCRETE CLASS 47BD-30 BARRIER TERMINAL SECTION	EACH	2.000	1,726.40
		0.000	0.00
		0.000	0.00
0047                          3013.30	4,021.20	1.000	4,021.20
CONCRETE CLASS 47BD-30 BARRIER TRANSITION SECTION	EACH	1.000	4,021.20
		0.000	0.00
		0.000	0.00
0048                          3016.21	21.10	144.000	3,038.40
CONCRETE CLASS 47B-20 SIDEWALKS	m2	144.000	3,038.40
		0.000	0.00
		0.000	0.00
0049                          3017.38	72.00	49.000	3,528.00
200 mm REINFORCED CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	49.000	3,528.00
		0.000	0.00
		0.000	0.00
0050                          3017.40	19.50	1,202.000	23,439.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING	m2	1,202.000	23,439.00
		0.000	0.00
		0.000	0.00
0051                          3017.46	54.10	620.000	33,542.00
150 mm CONCRETE CLASS 47B-20 IMPRINTED MEDIAN SURFACING	m2	620.000	33,542.00
		0.000	0.00
		0.000	0.00
0052                          3017.48	42.10	4,660.000	196,186.00
150 mm REINFORCED CONCRETE CLASS 47B-20 IMPRINTED MEDIANSURFACING	m2	4,660.000	196,186.00
		0.000	0.00
		0.000	0.00
0053                          3025.00	149.20	98.500	14,696.20
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	98.500	14,696.20
		0.000	0.00
		0.000	0.00
0054                          3025.04	231.00	11.500	2,656.50
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	11.500	2,656.50
DOWELED		0.000	0.00
		0.000	0.00
0055                          3025.05	242.50	35.000	8,487.50
CONCRETE CLASS 47BD-30 MEDIAN BARRIER	m	35.000	8,487.50
SPECIAL		0.000	0.00
		0.000	0.00
0056                          3027.00	1,980.80	2.000	3,961.60
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	2.000	3,961.60
		2.000	3,961.60
		0.000	0.00
0057                          3027.03	1,418.60	1.000	1,418.60
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	1.000	1,418.60
TYPE A		0.000	0.00
		0.000	0.00
0058                          3027.04	1,304.30	1.000	1,304.30
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	1.000	1,304.30
TYPE B		0.000	0.00
		0.000	0.00
0059                          3027.05	879.90	1.000	879.90
CONCRETE CLASS 47BD-30 MEDIAN BARRIER TRANSITION SECTION	EACH	1.000	879.90
TYPE C		0.000	0.00
		0.000	0.00
0060                          3075.52	29.20	10,073.000	294,131.60
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	10,073.000	294,131.60
		20.900	610.28
		0.000	0.00
0061                          3075.56	31.10	35,331.000	1,098,794.10
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	35,331.000	1,098,794.10
		4,775.700	148,524.27
		4,775.700	148,524.27
0062                          3075.72	33.00	12,644.000	417,252.00
305 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	12,644.000	417,252.00
		1,776.800	58,634.40
		1,776.800	58,634.40
0063                          3075.76	34.90	33,171.000	1,157,667.90
305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	33,171.000	1,157,667.90
		6,603.800	230,472.62
		4,492.500	156,788.25
0064                          3089.25	33.00	19,318.000	637,494.00
TEMPORARY SURFACING	m2	19,318.000	637,494.00
250 mm		11,330.280	373,899.24
		263.900	8,708.70
0065                          3300.65	60.30	46.000	2,773.80
CONCRETE PAVEMENT THICKNESS CORE	EACH	46.000	2,773.80
		0.000	0.00
		0.000	0.00
0066                          4004.50	2.20	293.000	644.60
CAST IRON GRATE AND FRAME	kg	293.000	644.60
		0.000	0.00
		0.000	0.00
0067                          4005.00	2.20	156.000	343.20
CAST IRON RING AND COVER	kg	156.000	343.20
		0.000	0.00
		0.000	0.00
0068                          4014.70	473.30	1.000	473.30
ADJUSTING INLET TO GRADE	EACH	1.000	473.30
		0.000	0.00
		0.000	0.00
0069                          4015.00	397.20	1.000	397.20
ADJUST MANHOLE TO GRADE	EACH	1.000	397.20
		0.000	0.00
		0.000	0.00
0070                          4024.55	572.00	0.600	343.20
FLUME SPILLWAY	m	0.600	343.20
		0.000	0.00
		0.000	0.00
0071                          4024.60	1,925.10	1.000	1,925.10
CONCRETE FLUME	EACH	1.000	1,925.10
		0.000	0.00
		0.000	0.00
0072                          4763.26	105.20	38.000	3,997.60
UNDERDRAIN HEADWALL	EACH	38.000	3,997.60
		0.000	0.00
		0.000	0.00
0073                          4764.34	12.60	234.500	2,954.70
100 mm NONPERFORATED PIPE UNDERDRAIN	m	234.500	2,954.70
		0.000	0.00
		0.000	0.00
0074                          4764.35	11.70	6,092.000	71,276.40
100 mm PERFORATED PIPE UNDERDRAIN	m	6,092.000	71,276.40
		0.000	0.00
		0.000	0.00
0075                          7502.14	9.50	10,000.000	95,000.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED	m	10,000.000	95,000.00
		0.000	0.00
		0.000	0.00
0076                          7503.04	9.50	5,000.000	47,500.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4	m	5,000.000	47,500.00
		0.000	0.00
		0.000	0.00
0077                          7508.04	26.50	4,000.000	106,000.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4	m	4,000.000	106,000.00
		7.300	193.45
		0.000	0.00
0078                          8032.04	2.20	91,160.000	200,552.00
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	91,160.000	200,552.00
		13,156.300	28,943.86
		11,045.000	24,299.00
0079                          9005.00	90.00	100.000	9,000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	100.000	9,000.00
SP4(12.5)		420.500	37,845.00
		0.000	0.00
0081                          9111.00	4.40	1,586.000	6,978.40
WATER	kL	1,586.000	6,978.40
		0.000	0.00
		0.000	0.00
0082                          9170.00	420.00	105.122	44,151.24
EARTH SHOULDER CONSTRUCTION	StaM	105.122	44,151.24
		8.000	3,360.00
		8.000	3,360.00
0083                          9173.20	1.20	91,160.000	109,392.00
SUBGRADE PREPARATION	m2	91,160.000	109,392.00
		13,156.300	15,787.56
		11,045.000	13,254.00
0084                          9185.77	3,202.10	2.050	6,564.30
RUMBLE STRIPS, CONCRETE	StaM	2.050	6,564.30
		0.000	0.00
		0.000	0.00
0085                          9188.50	34.00	595.000	20,230.00
SURFACING UNDER GUARDRAIL	m2	595.000	20,230.00
		0.000	0.00
		0.000	0.00
4004                          9030.00	14.70	0.000	0.00
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	529.100	7,777.77
CONSTRUCTING ASPHALTIC CONCRETE CURB		529.100	7,777.77
		529.100	7,777.77
GROUP 3 CONCRETE PAVEMENT		Contracted	4,811,676.81
		Current	4,819,454.58
		In place	988,251.30
		This Estimate	460,349.41
GROUP 4 CULVERT
0087                          0030.40	36,092.64854	1.000	36,092.65
MOBILIZATION	LS	1.000	36,092.65
		1.000	36,092.65
		0.000	0.00
0088                          1117.00	317.20	2.000	634.40
REMOVE MANHOLE	EACH	2.000	634.40
		0.000	0.00
		0.000	0.00
0089                          1119.00	359.40	13.000	4,672.20
REMOVE INLET	EACH	13.000	4,672.20
		4.000	1,437.60
		0.000	0.00
0090                          1136.09	50.00	30.000	1,500.00
REMOVE	m	30.000	1,500.00
SLOTTED PIPE		30.000	1,500.00
		0.000	0.00
0091                          1500.18	60.10	52.700	3,167.27
INSTALL 450 mm CORRUGATED METAL PIPE	m	52.700	3,167.27
		113.140	6,799.71
		24.700	1,484.47
0092                          4002.00	1.70	341.000	579.70
CAST IRON COVER AND FRAME	kg	341.000	579.70
		227.000	385.90
		0.000	0.00
0094                          4004.50	2.60	25,819.000	67,129.40
CAST IRON GRATE AND FRAME	kg	25,819.000	67,129.40
		0.000	0.00
		0.000	0.00
0095                          4005.00	2.20	1,716.000	3,775.20
CAST IRON RING AND COVER	kg	1,716.000	3,775.20
		624.000	1,372.80
		0.000	0.00
0098                          4016.00	1,559.20	1.000	1,559.20
MANHOLE	EACH	1.000	1,559.20
AT STA. 102+20 RT.		0.000	0.00
		0.000	0.00
0099                          4016.01	1,854.70	1.000	1,854.70
MANHOLE	EACH	1.000	1,854.70
AT STA. 110+36.03 RT.		0.000	0.00
		0.000	0.00
0100                          4016.02	2,589.00	1.000	2,589.00
MANHOLE	EACH	1.000	2,589.00
AT STA. 110+61.29 LT.		0.000	0.00
		0.000	0.00
0101                          4016.03	3,086.50	1.000	3,086.50
MANHOLE	EACH	1.000	3,086.50
AT STA. 110+61.32 RT.		0.000	0.00
		0.000	0.00
0102                          4016.04	1,851.30	1.000	1,851.30
MANHOLE	EACH	1.000	1,851.30
AT STA. 112+70 LT.		0.000	0.00
		0.000	0.00
0103                          4016.05	1,836.20	1.000	1,836.20
MANHOLE	EACH	1.000	1,836.20
AT STA. 314+06.9 RT.		0.000	0.00
		0.000	0.00
0104                          4016.06	3,038.20	1.000	3,038.20
MANHOLE	EACH	1.000	3,038.20
AT STA. 314+64.5 RT.		0.000	0.00
		0.000	0.00
0105                          4016.07	2,364.20	1.000	2,364.20
MANHOLE	EACH	1.000	2,364.20
AT STA. 407+20 RT.		1.000	2,364.20
		0.000	0.00
0106                          4016.08	2,559.40	1.000	2,559.40
MANHOLE	EACH	1.000	2,559.40
AT STA. 407+90 RT.		1.000	2,559.40
		0.000	0.00
0107                          4016.09	2,262.20	1.000	2,262.20
MANHOLE	EACH	1.000	2,262.20
AT STA. 408+60 RT.		1.000	2,262.20
		0.000	0.00
0108                          4016.10	4,335.10	1.000	4,335.10
MANHOLE	EACH	1.000	4,335.10
AT STA. 409+41.27 RT.		1.000	4,335.10
		0.000	0.00
0109                          4016.11	2,662.50	1.000	2,662.50
MANHOLE	EACH	1.000	2,662.50
AT STA. 504+00 LT.		1.000	2,662.50
		0.000	0.00
0113                          4018.00	594.80	4.000	2,379.20
TAPPING EXISTING STRUCTURE	EACH	4.000	2,379.20
		0.000	0.00
		0.000	0.00
0115                          4020.25	33.10	2,223.000	73,581.30
CONCRETE DITCH LINING	m2	2,223.000	73,581.30
200 mm		0.000	0.00
		0.000	0.00
0116                          4035.00	252.60	7.000	1,768.20
REMOVE FLARED-END SECTION	EACH	7.000	1,768.20
		2.000	505.20
		1.000	252.60
0117                          4040.00	290.70	12.000	3,488.40
REMOVE HEADWALLS FROM CULVERTS	EACH	12.000	3,488.40
		8.000	2,325.60
		0.000	0.00
0118                          4043.50	31.30	686.800	21,496.84
REMOVE SEWER PIPE	m	686.800	21,496.84
		311.990	9,765.29
		3.000	93.90
0120                          4050.01	7.60	921.000	6,999.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	921.000	6,999.60
		292.600	2,223.76
		3.000	22.80
0121                          4105.59	423.40	128.860	54,559.32
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	128.860	54,559.32
		0.000	0.00
		0.000	0.00
0122                          4107.07	841.20	7.760	6,527.71
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	7.760	6,527.71
		2.660	2,237.59
		0.420	353.30
0123                          4130.06	1,071.60	0.550	589.38
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.550	589.38
		0.000	0.00
		0.000	0.00
0124                          4155.50	2.10	4,871.500	10,230.15
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	4,871.500	10,230.15
		0.000	0.00
		0.000	0.00
0125                          4157.00	3.60	318.000	1,144.80
REINFORCING STEEL FOR COLLARS	kg	318.000	1,144.80
		110.000	396.00
		20.000	72.00
0126                          4310.18	427.40	20.000	8,548.00
450 mm FLARED-END SECTION	EACH	20.000	8,548.00
		10.000	4,274.00
		1.000	427.40
0127                          4310.24	456.80	2.000	913.60
600 mm FLARED-END SECTION	EACH	2.000	913.60
		0.000	0.00
		0.000	0.00
0128                          4310.30	499.80	6.000	2,998.80
750 mm FLARED-END SECTION	EACH	6.000	2,998.80
		1.000	499.80
		0.000	0.00
0129                          4310.36	614.50	8.000	4,916.00
900 mm FLARED-END SECTION	EACH	8.000	4,916.00
		4.000	2,458.00
		0.000	0.00
0130                          4310.42	783.40	2.000	1,566.80
1050 mm FLARED-END SECTION	EACH	2.000	1,566.80
		1.000	783.40
		0.000	0.00
0131                          4310.48	1,054.70	1.000	1,054.70
1200 mm FLARED-END SECTION	EACH	1.000	1,054.70
		0.000	0.00
		0.000	0.00
0132                          4670.05	254.40	17.200	4,375.68
CULVERT SANDFILL	m3	17.200	4,375.68
		0.000	0.00
		0.000	0.00
0133                          4875.18	461.40	18.000	8,305.20
JACKING 450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	18.000	8,305.20
		0.000	0.00
		0.000	0.00
0134                          4900.24	1,266.60	9.000	11,399.40
AREA INLET SEDIMENT FILTER	EACH	9.000	11,399.40
		0.000	0.00
		0.000	0.00
0135                          P120.42	239.60	25.200	6,037.92
1050 mm CULVERT PIPE TYPE 2	m	25.200	6,037.92
		0.000	0.00
		0.000	0.00
0136                          P400.30	185.40	38.000	7,045.20
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	38.000	7,045.20
		0.000	0.00
		0.000	0.00
0137                          P400.36	220.80	72.900	16,096.32
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8	m	72.900	16,096.32
		60.430	13,342.94
		0.000	0.00
0138                          P700.18	79.90	1,752.000	139,984.80
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	1,752.000	139,984.80
		372.820	29,788.32
		0.000	0.00
0139                          P700.24	95.80	104.200	9,982.36
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	104.200	9,982.36
		104.200	9,982.36
		0.000	0.00
0140                          P700.30	135.60	342.700	46,470.12
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	342.700	46,470.12
		241.600	32,760.96
		0.000	0.00
0141                          P700.36	186.10	15.500	2,884.55
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	15.500	2,884.55
		0.000	0.00
		0.000	0.00
0142                          P702.18	100.40	86.700	8,704.68
450 mm STORM SEWER PIPE, TYPE 1	m	86.700	8,704.68
		47.100	4,728.84
		37.700	3,785.08
0143                          P702.24	127.30	8.000	1,018.40
600 mm STORM SEWER PIPE, TYPE 1	m	8.000	1,018.40
		3.320	422.64
		0.000	0.00
0144                          P702.30	102.30	152.000	15,549.60
750 mm STORM SEWER PIPE, TYPE 1	m	152.000	15,549.60
		0.000	0.00
		0.000	0.00
0145                          P702.42	127.30	6.500	827.45
1050 mm STORM SEWER PIPE, TYPE 1	m	6.500	827.45
		6.500	827.45
		0.000	0.00
0146                          P702.48	287.80	119.100	34,276.98
1200 mm STORM SEWER PIPE, TYPE 1	m	119.100	34,276.98
		119.100	34,276.98
		0.000	0.00
0147                          P705.18	123.70	18.000	2,226.60
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV	m	18.000	2,226.60
		0.000	0.00
		0.000	0.00
0148                          P707.24	77.70	10.500	815.85
600 mm STORM SEWER PIPE, TYPE 3,4 OR 5	m	10.500	815.85
		10.500	815.85
		0.000	0.00
GROUP 4 CULVERT		Contracted	666,313.23
		Current	666,313.23
		In place	214,187.04
		This Estimate	6,491.55
GROUP 5 SEEDING
0149                          0030.50	479.72973	1.000	479.73
MOBILIZATION	LS	1.000	479.73
		0.000	0.00
		0.000	0.00
0150                          L001.01	1,400.00	6.700	9,380.00
SEEDING, TYPE A	ha	6.700	9,380.00
		0.000	0.00
		0.000	0.00
0151                          L001.02	1,300.00	2.300	2,990.00
SEEDING, TYPE B	ha	2.300	2,990.00
		0.000	0.00
		0.000	0.00
0152                          L020.07	4.00	6,736.000	26,944.00
EROSION CONTROL, TYPE B-1	m2	6,736.000	26,944.00
		0.000	0.00
		0.000	0.00
0153                          L032.75	70.00	45.000	3,150.00
MULCH	Mg	45.000	3,150.00
		28.300	1,981.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	42,943.73
		Current	42,943.73
		In place	1,981.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0252                          0030.70	2,100.00	1.000	2,100.00
MOBILIZATION	LS	1.000	2,100.00
		0.000	0.00
		0.000	0.00
0253                          7011.20	42.00	299.090	12,561.78
W-BEAM GUARDRAIL	m	299.090	12,561.78
		0.000	0.00
		0.000	0.00
0254                          7019.50	13,500.00	1.000	13,500.00
IMPACT ATTENUATOR	EACH	1.000	13,500.00
		0.000	0.00
		0.000	0.00
0255                          7020.00	2,600.00	10.000	26,000.00
BRIDGE APPROACH SECTIONS	EACH	10.000	26,000.00
		0.000	0.00
		0.000	0.00
0256                          7024.25	1,800.00	10.000	18,000.00
GUARDRAIL END TREATMENT, TYPE I	EACH	10.000	18,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	72,161.78
		Current	72,161.78
		In place	0.00
		This Estimate	0.00
GROUP 7B FENCING
0257                          0030.71	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		0.000	0.00
		0.000	0.00
0258                          7110.05	20.00	1,766.000	35,320.00
1.5 METER CHAIN-LINK FENCE	m	1,766.000	35,320.00
		0.000	0.00
		0.000	0.00
0259                          7115.05	80.00	2.000	160.00
END POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	2.000	160.00
		0.000	0.00
		0.000	0.00
0260                          7116.05	90.00	27.000	2,430.00
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	27.000	2,430.00
		0.000	0.00
		0.000	0.00
0261                          7117.05	90.00	6.000	540.00
PULL POST FOR 1.5 METER CHAIN-LINK FENCE	EACH	6.000	540.00
		0.000	0.00
		0.000	0.00
GROUP 7B FENCING		Contracted	38,950.00
		Current	38,950.00
		In place	0.00
		This Estimate	0.00
GROUP 8B ELECTRICAL
0262                          0003.75	20,000.00	1.000	20,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	1.000	20,000.00
AT WEST DODGE ROAD & SOUTH BRIDGE ROAD		0.950	19,000.00
		0.000	0.00
0263                          0030.81	20,000.00	1.000	20,000.00
MOBILIZATION	LS	1.000	20,000.00
		1.000	20,000.00
		0.000	0.00
0264                          A001.05	850.00	10.000	8,500.00
PULL BOX, TYPE PB-2	EACH	10.000	8,500.00
		1.000	850.00
		0.000	0.00
0265                          A001.12	480.00	13.000	6,240.00
PULL BOX, TYPE PB-5	EACH	13.000	6,240.00
		0.000	0.00
		0.000	0.00
0266                          A001.16	520.00	30.000	15,600.00
PULL BOX, TYPE PB-6	EACH	30.000	15,600.00
		0.000	0.00
		0.000	0.00
0267                          A002.00	9,000.00	1.000	9,000.00
TRAFFIC DETECTOR	EACH	1.000	9,000.00
AT STA. 134+20 LT.		0.000	0.00
		0.000	0.00
0268                          A002.01	9,000.00	1.000	9,000.00
TRAFFIC DETECTOR	EACH	1.000	9,000.00
AT STA. 134+20 RT.		0.000	0.00
		0.000	0.00
0269                          A009.52	2,000.00	11.000	22,000.00
STREET LIGHTING UNIT, TYPE SL-BT-13.7-1.8-0.20	EACH	11.000	22,000.00
		0.000	0.00
		0.000	0.00
0270                          A010.20	800.00	58.000	46,400.00
LUMINAIRE, TYPE HML-A-1KW	EACH	58.000	46,400.00
		0.000	0.00
		0.000	0.00
0271                          A010.26	800.00	30.000	24,000.00
LUMINAIRE, TYPE HML-V-1KW	EACH	30.000	24,000.00
		0.000	0.00
		0.000	0.00
0272                          A010.60	520.00	32.000	16,640.00
UNDERDECK LUMINAIRE, TYPE UD-100	EACH	32.000	16,640.00
		0.000	0.00
		0.000	0.00
0273                          A010.64	800.00	5.000	4,000.00
LUMINAIRE, TYPE WL-100	EACH	5.000	4,000.00
		0.000	0.00
		0.000	0.00
0274                          A018.81	2,600.00	10.000	26,000.00
FOUNDATION DESIGN	EACH	10.000	26,000.00
		10.000	26,000.00
		0.000	0.00
0275                          A018.82	230.00	115.000	26,450.00
CONCRETE FOR FOUNDATION	m3	115.000	26,450.00
		0.000	0.00
		0.000	0.00
0276                          A018.83	3.00	5,502.000	16,506.00
REINFORCING STEEL	kg	5,502.000	16,506.00
		5,144.700	15,434.10
		0.000	0.00
0277                          A018.86	1,600.00	10.000	16,000.00
ANCHOR BOLT CAGE	EACH	10.000	16,000.00
		0.000	0.00
		0.000	0.00
0278                          A020.36	5,500.00	3.000	16,500.00
LIGHTING CONTROL CENTER, TYPE R-2	EACH	3.000	16,500.00
		0.000	0.00
		0.000	0.00
0279                          A030.90	400.00	4.000	1,600.00
TELEPHONE DROP	EACH	4.000	1,600.00
		0.000	0.00
		0.000	0.00
0280                          A069.14	11.00	60.000	660.00
25 mm CONDUIT IN TRENCH	m	60.000	660.00
		0.000	0.00
		0.000	0.00
0281                          A070.10	12.00	2,147.000	25,764.00
38 mm CONDUIT IN TRENCH	m	2,147.000	25,764.00
		0.000	0.00
		0.000	0.00
0282                          A070.14	13.00	779.000	10,127.00
50 mm CONDUIT IN TRENCH	m	779.000	10,127.00
		28.350	368.55
		28.350	368.55
0283                          A070.18	17.00	1,018.000	17,306.00
75 mm CONDUIT IN TRENCH	m	1,018.000	17,306.00
		182.900	3,109.30
		0.000	0.00
0284                          A072.10	15.00	184.000	2,760.00
38 mm CONDUIT UNDER ROADWAY	m	184.000	2,760.00
		12.000	180.00
		12.000	180.00
0285                          A072.18	22.00	23.000	506.00
75 mm CONDUIT UNDER ROADWAY	m	23.000	506.00
		0.000	0.00
		0.000	0.00
0286                          A074.18	50.00	68.000	3,400.00
75 mm CONDUIT, JACKED	m	68.000	3,400.00
		0.000	0.00
		0.000	0.00
0287                          A079.50	2.50	562.000	1,405.00
GROUNDING CONDUCTOR	m	562.000	1,405.00
		0.000	0.00
		0.000	0.00
0288                          A079.57	3.80	756.000	2,872.80
SERVICE CABLE	m	756.000	2,872.80
NO. 2		0.000	0.00
		0.000	0.00
0289                          A079.58	3.20	906.000	2,899.20
SERVICE CABLE	m	906.000	2,899.20
NO. 4		0.000	0.00
		0.000	0.00
0290                          A079.59	2.50	552.000	1,380.00
SERVICE CABLE	m	552.000	1,380.00
NO. 6		0.000	0.00
		0.000	0.00
0291                          A080.04	5.50	1,776.000	9,768.00
STREET LIGHTING CABLE, NO. 1/0 USE	m	1,776.000	9,768.00
		0.000	0.00
		0.000	0.00
0292                          A080.10	4.80	9,908.000	47,558.40
STREET LIGHTING CABLE, NO. 2 USE	m	9,908.000	47,558.40
		0.000	0.00
		0.000	0.00
0293                          A080.22	2.20	3,507.000	7,715.40
STREET LIGHTING CABLE, NO. 6 BARE	m	3,507.000	7,715.40
		0.000	0.00
		0.000	0.00
0294                          A080.24	2.30	2,124.000	4,885.20
STREET LIGHTING CABLE, NO. 6 USE	m	2,124.000	4,885.20
		237.800	546.94
		0.000	0.00
0295                          A080.35	2.30	120.000	276.00
STREET LIGHTING CABLE, NO. 10 USE	m	120.000	276.00
		0.000	0.00
		0.000	0.00
0296                          A080.38	2.00	60.000	120.00
STREET LIGHTING CABLE, NO. 10 BARE	m	60.000	120.00
		0.000	0.00
		0.000	0.00
0297                          A081.00	4.00	183.000	732.00
6 PAIR COMMUNICATION CABLE	m	183.000	732.00
		0.000	0.00
		0.000	0.00
0298                          A580.94	2,400.00	4.000	9,600.00
INSTALL	EACH	4.000	9,600.00
DYNAMIC MESSAGE SIGN CONTROLLER		0.000	0.00
		0.000	0.00
0299                          A580.95	3,400.00	4.000	13,600.00
INSTALL	EACH	4.000	13,600.00
DYNAMIC MESSAGE SIGN		0.000	0.00
		0.000	0.00
0300                          A580.96	3.10	375.000	1,162.50
INSTALL	m	375.000	1,162.50
DYNAMIC MESSAGE SIGN COMMUNICATION CABLE		0.000	0.00
		0.000	0.00
0301                          A600.00	350.00	2.000	700.00
REMOVE LIGHTING UNIT	EACH	2.000	700.00
		0.000	0.00
		0.000	0.00
0302                          A610.20	4,500.00	2.000	9,000.00
REMOVE LIGHTING SYSTEM	EACH	2.000	9,000.00
		0.000	0.00
		0.000	0.00
0303                          A620.02	900.00	2.000	1,800.00
REMOVE LIGHTING CONTROL CENTER	EACH	2.000	1,800.00
		0.000	0.00
		0.000	0.00
0304                          A620.10	500.00	2.000	1,000.00
REMOVE ELECTRICAL SERVICE	EACH	2.000	1,000.00
		0.000	0.00
		0.000	0.00
0305                          A630.04	5,000.00	1.000	5,000.00
REMOVE HIGH MAST LIGHTING UNIT	EACH	1.000	5,000.00
		0.500	2,500.00
		0.500	2,500.00
0306                          A630.20	250.00	2.000	500.00
REMOVE PULL BOX	EACH	2.000	500.00
		0.000	0.00
		0.000	0.00
0307                          A700.20	800.00	4.000	3,200.00
RELOCATE STREET LIGHTING UNIT	EACH	4.000	3,200.00
		3.600	2,880.00
		0.000	0.00
0308                          A750.10	20,000.00	3.000	60,000.00
MODIFY HIGH MAST TOWER	EACH	3.000	60,000.00
TYPE A		0.200	4,000.00
		0.000	0.00
0309                          A750.11	19,000.00	6.000	114,000.00
MODIFY HIGH MAST TOWER	EACH	6.000	114,000.00
TYPE B		0.400	7,600.00
		0.000	0.00
0310                          A750.12	18,000.00	1.000	18,000.00
MODIFY HIGH MAST TOWER	EACH	1.000	18,000.00
TYPE C		0.000	0.00
		0.000	0.00
0311                          A800.70	15.00	615.000	9,225.00
MAINTENANCE OF LIGHTING UNITS	DAY	615.000	9,225.00
		118.000	1,770.00
		14.000	210.00
GROUP 8B ELECTRICAL		Contracted	691,358.50
		Current	691,358.50
		In place	104,238.89
		This Estimate	3,258.55
GROUP 8C SIGNING
0312                          0030.82	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		0.500	5,000.00
		0.000	0.00
0313                          7312.00	70,000.00	1.000	70,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	70,000.00
1		0.000	0.00
		0.000	0.00
0314                          7312.01	18,000.00	1.000	18,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	18,000.00
2		0.000	0.00
		0.000	0.00
0315                          7312.02	18,000.00	1.000	18,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	18,000.00
3		0.000	0.00
		0.000	0.00
0316                          7312.03	37,000.00	1.000	37,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	37,000.00
4		0.800	29,600.00
		0.000	0.00
0317                          7312.04	45,000.00	1.000	45,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	45,000.00
5		0.000	0.00
		0.000	0.00
0318                          7312.05	28,000.00	1.000	28,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	0.000	0.00
9		0.000	0.00
		0.000	0.00
0319                          7312.06	43,000.00	1.000	43,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	43,000.00
10		0.000	0.00
		0.000	0.00
0320                          7312.07	58,000.00	1.000	58,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	58,000.00
14		0.000	0.00
		0.000	0.00
0321                          7312.08	75,000.00	1.000	75,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	75,000.00
16		0.000	0.00
		0.000	0.00
0322                          7312.09	105,000.00	1.000	105,000.00
OVERHEAD SIGN SUPPORT, LOCATION	EACH	1.000	105,000.00
17		0.000	0.00
		0.000	0.00
0323                          7320.05	1,100.00	2.000	2,200.00
INSTALL OVERHEAD SIGN	EACH	2.000	2,200.00
		0.000	0.00
		0.000	0.00
0324                          7320.10	12,000.00	1.000	12,000.00
INSTALL OVERHEAD SIGN STRUCTURE	EACH	1.000	12,000.00
		0.000	0.00
		0.000	0.00
0325                          7322.01	180.00	193.969	34,914.42
TYPE B SIGN	m2	193.969	34,914.42
		0.000	0.00
		0.000	0.00
0326                          7340.00	4.00	1,557.600	6,230.40
STRUCTURAL STEEL FOR SIGN SUPPORTS	kg	1,557.600	6,230.40
		0.000	0.00
		0.000	0.00
0327                          7360.24	500.00	16.000	8,000.00
600 mm SIGN SUPPORT FOOTING	EACH	16.000	8,000.00
		0.000	0.00
		0.000	0.00
0328                          A010.08	900.00	19.000	17,100.00
LUMINAIRE, TYPE HPS-150	EACH	19.000	17,100.00
		0.000	0.00
		0.000	0.00
0350                          7312.05	28,000.00	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION NO.	EACH	0.000	0.00
OVERHEAD SIGN SUPPORT, LOCATION NO. 9		0.000	0.00
		0.000	0.00
4005                          7309.50	18,950.00	0.000	0.00
REMOVE AND REINSTALL SIGN STRUCTURE	EACH	1.000	18,950.00
REMOVE AND REINSTALL SIGN STRUCTURE		0.200	3,790.00
		0.200	3,790.00
GROUP 8C SIGNING		Contracted	587,444.82
		Current	578,394.82
		In place	38,390.00
		This Estimate	3,790.00
GROUP 10 GENERAL ITEMS
0329                          0001.08	0.50	26,015.000	13,007.50
BARRICADE, TYPE II	BDAY	26,015.000	13,007.50
		18,453.000	9,226.50
		956.000	478.00
0330                          0001.10	3.20	5,360.000	17,152.00
BARRICADE, TYPE III	BDAY	5,360.000	17,152.00
		3,378.000	10,809.60
		435.000	1,392.00
0331                          0001.75	1.10	1,720.000	1,892.00
TEMPORARY SIGN DAY	EACH	1,720.000	1,892.00
		666.000	732.60
		58.000	63.80
0332                          0001.90	0.60	66,208.000	39,724.80
SIGN DAY	EACH	66,208.000	39,724.80
		13,597.000	8,158.20
		2,142.000	1,285.20
0333                          0002.30	1.00	35,000.000	35,000.00
PAVEMENT MARKING REMOVAL	m	35,000.000	35,000.00
		6,370.000	6,370.00
		0.000	0.00
0334                          0002.44	0.50	45,000.000	22,500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	45,000.000	22,500.00
		16,747.600	8,373.80
		0.000	0.00
0335                          0002.47	0.70	30,000.000	21,000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	30,000.000	21,000.00
		9,785.600	6,849.92
		0.000	0.00
0336                          0002.97	150.00	120.000	18,000.00
FLASHING ARROW PANEL	DAY	120.000	18,000.00
		227.000	34,050.00
		35.500	5,325.00
0337                          0003.51	18.20	6,954.000	126,562.80
INSTALL CONCRETE PROTECTION BARRIER	m	6,954.000	126,562.80
		5,225.000	95,095.00
		75.000	1,365.00
0338                          0003.56	8.20	7,159.000	58,703.80
RELOCATE CONCRETE PROTECTION BARRIER	m	7,159.000	58,703.80
		867.000	7,109.40
		0.000	0.00
0339                          0003.57	1,200.00	8.000	9,600.00
RELOCATE INERTIAL BARRIER SYSTEM	EACH	8.000	9,600.00
		3.000	3,600.00
		0.000	0.00
0340                          0003.58	1,550.00	12.000	18,600.00
INERTIAL BARRIER SYSTEM	EACH	12.000	18,600.00
		10.000	15,500.00
		0.000	0.00
0341                          0003.64	550.00	5.000	2,750.00
REPLACEMENT MODULE	EACH	5.000	2,750.00
		2.000	1,100.00
		0.000	0.00
0342                          0010.04	4,570.00	0.750	3,427.50
FIELD OFFICE	EACH	0.750	3,427.50
		1.000	4,570.00
		0.000	0.00
0343                          0030.00	17,391.37931	1.000	17,391.38
MOBILIZATION	LS	1.000	17,391.38
		1.000	17,391.38
		0.000	0.00
0344                          7019.80	5,000.00	1.000	5,000.00
PERMANENT INERTIAL BARRIER SYSTEM	EACH	1.000	5,000.00
		0.000	0.00
		0.000	0.00
0345                          9110.01	106.10	100.000	10,610.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	100.000	10,610.00
		13.100	1,389.91
		3.000	318.30
0346                          9110.02	95.30	10.000	953.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	953.00
		0.000	0.00
		0.000	0.00
0347                          9110.03	62.20	100.000	6,220.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	100.000	6,220.00
		1.000	62.20
		0.000	0.00
0348                          9110.06	84.50	100.000	8,450.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	100.000	8,450.00
		6.000	507.00
		1.000	84.50
0349                          9110.07	84.50	100.000	8,450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	100.000	8,450.00
		6.000	507.00
		0.000	0.00
4001                          0001.99	3.15	0.000	0.00
CONTRACTOR FURNISHED SIGN DAY	EACH	1,000.000	3,150.00
CONTRACTOR FURNISHED SIGN DAY		0.000	0.00
		0.000	0.00
4002                          0003.10	220.00	0.000	0.00
FLAGGING	DAY	100.000	22,000.00
FLAGGING		22.000	4,840.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	444,994.78
		Current	470,144.78
		In place	236,242.51
		This Estimate	10,311.80
GROUP 1 GRADING
0001                          0030.10	9,613.19681	1.000	9,613.20
MOBILIZATION	LS	1.000	9,613.20
		1.000	9,613.20
		0.000	0.00
0004                          1009.01	12,000.00	1.000	12,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	12,000.00
FOR PROJECT EACNH-EACBH-6-7(160)		1.000	12,000.00
		0.000	0.00
0005                          1010.01	3.95	2,050.000	8,097.50
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,050.000	8,097.50
		2,050.000	8,097.50
		0.000	0.00
0006                          1011.00	2.60	103.000	267.80
WATER	kL	103.000	267.80
		0.000	0.00
		0.000	0.00
0008                          1101.25	8.20	950.000	7,790.00
SAWING PAVEMENT	m	950.000	7,790.00
		28.800	236.16
		0.000	0.00
0011                          1109.00	21.30	494.000	10,522.20
REMOVE CURB	m	494.000	10,522.20
		416.000	8,860.80
		0.000	0.00
0016                          1122.01	3.50	493.000	1,725.50
REMOVE CONCRETE MEDIAN SURFACING	m2	493.000	1,725.50
		495.800	1,735.30
		0.000	0.00
0020                          3275.20	6.40	10,153.000	64,979.20
CRUSH CONCRETE PAVEMENT	m2	10,153.000	64,979.20
		2,052.900	13,138.56
		0.000	0.00
0021                          7017.00	11.40	307.000	3,499.80
REMOVE GUARDRAIL	m	307.000	3,499.80
		83.000	946.20
		0.000	0.00
0022                          L006.50	850.00	0.300	255.00
TEMPORARY SEEDING	ha	0.300	255.00
		0.000	0.00
		0.000	0.00
0023                          L020.00	1.30	1,856.000	2,412.80
EROSION CONTROL	m2	1,856.000	2,412.80
		0.000	0.00
		0.000	0.00
0026                          L020.09	9.90	57.000	564.30
EROSION CONTROL, TYPE AAA	m2	57.000	564.30
		0.000	0.00
		0.000	0.00
0029                          L022.11	7.50	74.700	560.25
FABRIC SILT FENCE-LOW POROSITY	m	74.700	560.25
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	122,287.55
		Current	122,287.55
		In place	54,627.72
		This Estimate	0.00
GROUP 3 CONCRETE PAVEMENT
0040                          0030.30	21,993.94808	1.000	21,993.95
MOBILIZATION	LS	1.000	21,993.95
		1.000	21,993.94
		0.000	0.00
0045                          3013.13	142.10	101.400	14,408.94
CONCRETE CLASS 47BD-30 BARRIER CURB	m	101.400	14,408.94
		0.000	0.00
		0.000	0.00
0060                          3075.52	29.20	346.000	10,103.20
255 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	346.000	10,103.20
		0.000	0.00
		0.000	0.00
0061                          3075.56	31.10	6,124.000	190,456.40
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25	m2	6,124.000	190,456.40
		2,552.400	79,379.64
		0.000	0.00
0064                          3089.25	33.00	264.000	8,712.00
TEMPORARY SURFACING	m2	264.000	8,712.00
250 mm		193.900	6,398.70
		0.000	0.00
0065                          3300.65	60.30	4.000	241.20
CONCRETE PAVEMENT THICKNESS CORE	EACH	4.000	241.20
		0.000	0.00
		0.000	0.00
0074                          4764.35	11.70	100.000	1,170.00
100 mm PERFORATED PIPE UNDERDRAIN	m	100.000	1,170.00
		0.000	0.00
		0.000	0.00
0078                          8032.04	2.20	12,367.000	27,207.40
CRUSHED CONCRETE FOUNDATION COURSE 100 mm	m2	12,367.000	27,207.40
		2,552.400	5,615.28
		0.000	0.00
0079                          9005.00	90.00	25.000	2,250.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	25.000	2,250.00
SP4(12.5)		53.970	4,857.30
		0.000	0.00
0080                          9009.88	30.00	6,080.000	182,400.00
SURFACING 250mm	m2	6,080.000	182,400.00
		966.500	28,995.00
		0.000	0.00
0081                          9111.00	4.40	105.000	462.00
WATER	kL	105.000	462.00
		0.000	0.00
		0.000	0.00
0082                          9170.00	420.00	6.474	2,719.08
EARTH SHOULDER CONSTRUCTION	StaM	6.474	2,719.08
		0.000	0.00
		0.000	0.00
0083                          9173.20	1.20	6,287.000	7,544.40
SUBGRADE PREPARATION	m2	6,287.000	7,544.40
		2,552.400	3,062.88
		-4,800.000	-5,760.00
0086                          L010.00	4.40	351.000	1,544.40
SODDING	m2	351.000	1,544.40
		656.200	2,887.28
		0.000	0.00
GROUP 3 CONCRETE PAVEMENT		Contracted	471,212.97
		Current	471,212.97
		In place	153,190.02
		This Estimate	-5,760.00
GROUP 4 CULVERTS
0087                          0030.40	3,907.35146	1.000	3,907.35
MOBILIZATION	LS	1.000	3,907.35
		1.000	3,907.35
		0.000	0.00
0088                          1117.00	317.20	3.000	951.60
REMOVE MANHOLE	EACH	3.000	951.60
		2.000	634.40
		0.000	0.00
0089                          1119.00	359.40	13.000	4,672.20
REMOVE INLET	EACH	13.000	4,672.20
		5.000	1,797.00
		0.000	0.00
0092                          4002.00	1.70	513.000	872.10
CAST IRON COVER AND FRAME	kg	513.000	872.10
		228.000	387.60
		0.000	0.00
0093                          4003.00	2.30	789.000	1,814.70
CAST IRON COVER, FRAME, AND FLANGE	kg	789.000	1,814.70
		789.000	1,814.70
		0.000	0.00
0096                          4011.45	2,610.10	1.000	2,610.10
SLOTTED VANE INLET	EACH	1.000	2,610.10
AT STA. 87+50 LT.		0.000	0.00
		0.000	0.00
0097                          4011.46	2,610.10	1.000	2,610.10
SLOTTED VANE INLET	EACH	1.000	2,610.10
AT STA. 87+60 LT.		0.000	0.00
		0.000	0.00
0110                          4016.12	1,611.90	1.000	1,611.90
MANHOLE	EACH	1.000	1,611.90
AT STA. 87+50		1.000	1,611.90
		0.000	0.00
0111                          4016.13	1,611.90	1.000	1,611.90
MANHOLE	EACH	1.000	1,611.90
AT STA. 88+48.56 RT.		1.000	1,611.90
		0.000	0.00
0112                          4016.14	1,611.90	1.000	1,611.90
MANHOLE	EACH	1.000	1,611.90
AT STA. 89+09.39 RT.		1.000	1,611.90
		0.000	0.00
0114                          4018.50	610.20	3.000	1,830.60
TAPPING EXISTING PIPE	EACH	3.000	1,830.60
		3.000	1,830.60
		0.000	0.00
0118                          4043.50	31.30	159.300	4,986.09
REMOVE SEWER PIPE	m	159.300	4,986.09
		102.700	3,214.51
		0.000	0.00
0119                          4048.25	8,544.40	1.000	8,544.40
REMODEL	EACH	1.000	8,544.40
UNDERGROUND SPRINKLER SYSTEM		0.950	8,117.18
		0.000	0.00
0121                          4105.59	423.40	22.420	9,492.63
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX	m3	22.420	9,492.63
		9.370	3,967.26
		0.000	0.00
0122                          4107.07	841.20	1.600	1,345.92
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.600	1,345.92
		1.280	1,076.74
		0.000	0.00
0123                          4130.06	1,071.60	0.510	546.52
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.510	546.52
		0.230	246.47
		0.000	0.00
0124                          4155.50	2.10	893.000	1,875.30
REINFORCING STEEL FOR INLET AND JUNCTION BOX	kg	893.000	1,875.30
		414.000	869.40
		0.000	0.00
0125                          4157.00	3.60	85.000	306.00
REINFORCING STEEL FOR COLLARS	kg	85.000	306.00
		68.000	244.80
		0.000	0.00
0138                          P700.18	79.90	39.000	3,116.10
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	39.000	3,116.10
		9.010	719.90
		0.000	0.00
0139                          P700.24	95.80	155.300	14,877.74
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8	m	155.300	14,877.74
		106.390	10,192.16
		0.000	0.00
0142                          P702.18	100.40	12.400	1,244.96
450 mm STORM SEWER PIPE, TYPE 1	m	12.400	1,244.96
		11.400	1,144.56
		0.000	0.00
GROUP 4 CULVERTS		Contracted	70,440.11
		Current	70,440.11
		In place	45,000.33
		This Estimate	0.00
GROUP 5 SEEDING
0149                          0030.50	20.27027	1.000	20.27
MOBILIZATION	LS	1.000	20.27
		1.000	20.27
		0.000	0.00
0151                          L001.02	1,300.00	0.300	390.00
SEEDING, TYPE B	ha	0.300	390.00
		0.220	286.00
		0.000	0.00
0152                          L020.07	4.00	325.000	1,300.00
EROSION CONTROL, TYPE B-1	m2	325.000	1,300.00
		0.000	0.00
		0.000	0.00
0153                          L032.75	70.00	1.500	105.00
MULCH	Mg	1.500	105.00
		1.100	77.00
		0.000	0.00
GROUP 5 SEEDING		Contracted	1,815.27
		Current	1,815.27
		In place	383.27
		This Estimate	0.00
GROUP 6 BRIDGE AT STA. 86+88.67
0154                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0155                          0030.60	60,000.00	1.000	60,000.00
MOBILIZATION	LS	1.000	60,000.00
		1.000	60,000.00
		0.500	30,000.00
0156                          1043.50	1.70	1,550.000	2,635.00
RIPRAP FILTER FABRIC	m2	1,550.000	2,635.00
		0.000	0.00
		0.000	0.00
0157                          3050.15	190.00	395.000	75,050.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	395.000	75,050.00
		0.000	0.00
		0.000	0.00
0158                          3051.10	1.00	23,835.000	23,835.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	23,835.000	23,835.00
		0.000	0.00
		0.000	0.00
0159                          6000.10	5,470.00	1.000	5,470.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,470.00
		0.250	1,367.50
		0.000	0.00
0160                          6000.11	6,380.00	1.000	6,380.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	6,380.00
		0.250	1,595.00
		0.000	0.00
0161                          6000.60	19,980.00	1.000	19,980.00
PIER NO.1 EXCAVATION	LS	1.000	19,980.00
		0.400	7,992.00
		0.000	0.00
0162                          6000.61	19,930.00	1.000	19,930.00
PIER NO.2 EXCAVATION	LS	1.000	19,930.00
		0.400	7,972.00
		0.000	0.00
0163                          6005.35	117.60	79.900	9,396.24
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	79.900	9,396.24
		0.000	0.00
		0.000	0.00
0164                          6005.78	729.30	36.000	26,254.80
EXPANSION BEARING, TFE TYPE	EACH	36.000	26,254.80
		0.000	0.00
		0.000	0.00
0165                          6005.83	977.70	12.000	11,732.40
FIXED BEARING	EACH	12.000	11,732.40
		0.400	391.08
		0.000	0.00
0166                          6010.22	427.80	388.700	166,285.86
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	388.700	166,285.86
		161.200	68,961.36
		0.000	0.00
0167                          6010.26	392.10	759.400	297,760.74
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	759.400	297,760.74
		24.480	9,598.61
		24.480	9,598.61
0168                          6030.00	83,570.00	1.000	83,570.00
PREPARATION OF BRIDGE	EACH	1.000	83,570.00
AT STA. 86+88.67		0.300	25,071.00
		0.000	0.00
0169                          6071.12	541,890.00	1.000	541,890.00
STEEL SUPERSTRUCTURE	LS	1.000	541,890.00
AT STA. 86+88.67		0.250	135,472.50
		0.000	0.00
0170                          6100.00	919.90	2.000	1,839.80
FLOOR DRAINS	EACH	2.000	1,839.80
		0.000	0.00
		0.000	0.00
0171                          6105.02	23.00	1,440.000	33,120.00
ROCK RIPRAP, TYPE B	Mg	1,440.000	33,120.00
		0.000	0.00
		0.000	0.00
0172                          6131.50	1.10	111,365.000	122,501.50
EPOXY COATED REINFORCING STEEL	kg	111,365.000	122,501.50
		8,983.000	9,881.30
		1,494.000	1,643.40
0173                          6139.50	29.50	175.000	5,162.50
SUBSURFACE DRAINAGE MATTING	m2	175.000	5,162.50
		0.000	0.00
		0.000	0.00
0174                          6210.12	54.10	634.400	34,321.04
HP 250 mm X 62 kg STEEL PILING	m	634.400	34,321.04
		0.000	0.00
		0.000	0.00
0175                          6210.14	63.50	361.500	22,955.25
HP 310 mm X 79 kg STEEL PILING	m	361.500	22,955.25
		284.530	18,067.66
		0.000	0.00
0176                          6210.42	50.00	18.000	900.00
HP 250 mm X 62 kg, PILE SPLICES	EACH	18.000	900.00
		0.000	0.00
		0.000	0.00
0177                          6210.44	50.00	3.000	150.00
HP 310 mm X 79 kg, PILE SPLICE	EACH	3.000	150.00
		1.000	50.00
		0.000	0.00
0178                          6510.55	12,710.00	1.000	12,710.00
TEMPORARY BRIDGE SHORING	LS	1.000	12,710.00
		1.000	12,710.00
		0.000	0.00
0179                          6601.15	22.00	216.400	4,760.80
38 mm CONDUIT IN BRIDGE	m	216.400	4,760.80
		0.000	0.00
		0.000	0.00
0180                          6990.03	10,620.00	2.000	21,240.00
TEMPORARY	EACH	2.000	21,240.00
TRAIL COVER		0.000	0.00
		0.000	0.00
0181                          8091.00	48.40	300.000	14,520.00
GRANULAR BACKFILL	m3	300.000	14,520.00
		0.000	0.00
		0.000	0.00
4003                          6210.34	38.10	0.000	0.00
PAY CUT-OFF FOR 310 mm X 79 kg STEEL PILING	m	20.000	762.00
		5.620	214.12
		0.000	0.00
GROUP 6 BRIDGE AT STA. 86+88.67		Contracted	1,625,150.93
		Current	1,625,912.93
		In place	359,344.13
		This Estimate	41,242.01
GROUP 10 GENERAL ITEMS
0342                          0010.04	4,570.00	0.250	1,142.50
FIELD OFFICE	EACH	0.250	1,142.50
		0.250	1,142.50
		0.000	0.00
0343                          0030.00	108.62069	1.000	108.62
MOBILIZATION	LS	1.000	108.62
		1.000	108.62
		0.000	0.00
0345                          9110.01	106.10	5.000	530.50
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	530.50
		0.000	0.00
		0.000	0.00
0346                          9110.02	95.30	2.000	190.60
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	2.000	190.60
		0.000	0.00
		0.000	0.00
0347                          9110.03	62.20	5.000	311.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	5.000	311.00
		0.000	0.00
		0.000	0.00
0348                          9110.06	84.50	5.000	422.50
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	5.000	422.50
		0.000	0.00
		0.000	0.00
0349                          9110.07	84.50	5.000	422.50
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	5.000	422.50
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	3,128.22
		Current	3,128.22
		In place	1,251.12
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 89+72.125
0182                          0020.00	0.80	1,000.000	800.00
TRAINING	HOUR	1,000.000	800.00
		0.000	0.00
		0.000	0.00
0183                          0030.60	40,000.00	1.000	40,000.00
MOBILIZATION	LS	1.000	40,000.00
		0.000	0.00
		0.000	0.00
0184                          3050.15	190.00	442.900	84,151.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	442.900	84,151.00
		0.000	0.00
		0.000	0.00
0185                          3051.10	1.00	26,490.000	26,490.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	26,490.000	26,490.00
		0.000	0.00
		0.000	0.00
0186                          6000.10	5,350.00	1.000	5,350.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,350.00
		0.500	2,675.00
		0.000	0.00
0187                          6000.11	4,550.00	1.000	4,550.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	4,550.00
		0.500	2,275.00
		0.000	0.00
0188                          6000.20	855.90	1.000	855.90
PIER NO.1 EXCAVATION	LS	1.000	855.90
		1.000	855.90
		0.000	0.00
0189                          6005.35	110.50	87.700	9,690.85
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	87.700	9,690.85
		0.000	0.00
		0.000	0.00
0190                          6005.78	451.20	44.000	19,852.80
EXPANSION BEARING, TFE TYPE	EACH	44.000	19,852.80
		0.000	0.00
		0.000	0.00
0191                          6005.83	354.80	12.000	4,257.60
FIXED BEARING	EACH	12.000	4,257.60
		0.000	0.00
		0.000	0.00
0192                          6010.22	482.10	206.000	99,312.60
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	206.000	99,312.60
		71.660	34,547.29
		0.000	0.00
0193                          6010.26	460.60	550.000	253,330.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	550.000	253,330.00
		0.000	0.00
		0.000	0.00
0194                          6011.11	90,150.00	1.000	90,150.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	90,150.00
AT STA. 89+72.125		0.000	0.00
		0.000	0.00
0195                          6030.00	66,130.00	1.000	66,130.00
PREPARATION OF BRIDGE	EACH	1.000	66,130.00
AT STA. 89+72.125		0.000	0.00
		0.000	0.00
0196                          6107.00	230.80	23.000	5,308.40
CONCRETE SLOPE PROTECTION	m2	23.000	5,308.40
		0.000	0.00
		0.000	0.00
0197                          6131.50	1.10	59,360.000	65,296.00
EPOXY COATED REINFORCING STEEL	kg	59,360.000	65,296.00
		4,393.000	4,832.30
		0.000	0.00
0198                          6139.50	34.30	114.000	3,910.20
SUBSURFACE DRAINAGE MATTING	m2	114.000	3,910.20
		0.000	0.00
		0.000	0.00
0199                          6251.40	467.60	64.000	29,926.40
ROCK SOCKET	m	64.000	29,926.40
610 mm		2.134	997.86
		0.000	0.00
0200                          6251.50	458.00	37.200	17,037.60
DRILLED SHAFT	m	37.200	17,037.60
610 mm		84.281	38,600.70
		0.000	0.00
0201                          6510.55	9,380.00	1.000	9,380.00
TEMPORARY BRIDGE SHORING	LS	1.000	9,380.00
		0.000	0.00
		0.000	0.00
0202                          6601.15	25.00	168.000	4,200.00
38 mm CONDUIT IN BRIDGE	m	168.000	4,200.00
		0.000	0.00
		0.000	0.00
0203                          6616.65	1,330.00	32.000	42,560.00
BEARING DEVICE REPLACEMENT	EACH	32.000	42,560.00
		0.000	0.00
		0.000	0.00
0204                          8091.00	49.10	260.000	12,766.00
GRANULAR BACKFILL	m3	260.000	12,766.00
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 89+72.125		Contracted	895,305.35
		Current	895,305.35
		In place	84,784.05
		This Estimate	0.00
Totals for contract		Contracted	15,694,829.62
		Current	15,731,761.19
		In place	3,033,101.31
		This Estimate	568,521.44