Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0103 VRANA & SON CONSTRUCTION CO./CHAS.
Contract ID:	2835X
Estimate Number:	0011
Pay Period End Date:	09.13.2003

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

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$4,649,248.44	$3,988,610.26	$660,638.18
$15,731,761.20	Stockpiled Materials	$350,297.69	$315,784.55	$34,513.14
Original Contract Amt	Gross Earnings	$4,999,546.13	$4,304,394.81	$695,151.32
$15,694,829.63	Retainage	$-25,000.00	$-25,000.00	$.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
29.55%	Net Earnings	$4,974,546.13	$4,279,394.81	$695,151.32
	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	$139.26	$1.46	$137.80
	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	-$1,960.74	-$2,098.54	$137.80
	Payment	$4,972,585.39	$4,277,296.27	$695,289.12
Project Manager			Div. Head/Dist. Eng.
Baehr, Dennis	09.16.2003		Lech, Marvin (Marv)	09.16.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	09.17.2003
Controller Div. Processed
Burling, Laurie	09.17.2003

		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:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0220	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,717.35	3672
		EPOXY COATED RE-STEEL
0223	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-8,183.43	2-137-C
		HP 310 mm X 79kg STEEL PILE
		Total for estimate 0009:	-9,900.78
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0220	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,087.07	3672
		EPOXY COATED RE-STEEL
		Total for estimate 0010:	-2,087.07
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0208	3051.10	EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES
		S.P. Initial Payment	4,662.01	3858
		RESTEEL FOR APPROACHES
0220	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,702.65	3672
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	7,146.56	3858
		EPOXY COATED RE-STEEL
0223	6210.14	HP 310 mm X 79 kg STEEL PILING
		S.P. Adjustment	-126.98	2-137-C
		HP 310 mm X 79kg STEEL PILE
0225	6601.15	38 mm CONDUIT IN BRIDGE
		S.P. Initial Payment	200.09	1-M
		MAT. 38 mm CONDUIT IN BRIDGE
		Total for estimate 0011:	10,179.03
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:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0245	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,065.93	3673
		EPOXY COATED RE-STEEL
		Total for estimate 0009:	-2,065.93
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0245	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-2,090.88	3673
		EPOXY COATED RE-STEEL
		Total for estimate 0010:	-2,090.88
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0238	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-7,474.80	E23643
		EXPANSION BEARING, TFE TYPE
0239	6005.83	FIXED BEARING
		S.P. Adjustment	-922.11	E23221
		ANCHOR BOLTS
		S.P. Adjustment	-1,959.75	E23643
		FIXED BEARING
0241	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	9,600.00	1-876500
		METAL DECKING
0245	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,190.28	3673
		EPOXY COATED RE-STEEL
		S.P. Initial Payment	9,506.43	3863
		EPOXY COATED RE-STEEL
0247	6210.12	HP 250 mm X 62 kg STEEL PILING
		S.P. Initial Payment	4,686.26	2-164-C
		HP 250 mm X 62 kg STEEL PILING
0250	6601.15	38 mm CONDUIT IN BRIDGE
		S.P. Initial Payment	170.16	1-M
		MAT. 38 mm CONDUIT IN BRIDGE
		Total for estimate 0011:	12,415.91
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:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-5,309.93	1024995
		Dowel baskets
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,233.43	1024996
		DOWEL BASKETS
		S.P. Adjustment	-130.64	52776
		WIGGLE BOLTS
0073	4764.34	100 mm NONPERFORATED PIPE UNDERDRAIN
		S.P. Adjustment	-4.98	9460404
		UNDERDRAIN PIPE NONPERF
0074	4764.35	100 mm PERFORATED PIPE UNDERDRAIN
		S.P. Adjustment	-473.77	9451917
		UNDERDRAIN PIPE PERF
0094	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-2,505.22	119789
		CAST IRON GRATE & FRAME
		S.P. Initial Payment	25,107.70	121379
		CAST IRON GRATE & FRAME
		S.P. Closure	0.00	121379
		Inlet Grate and Frame
0124	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-108.00	3625
		RE-STEEL FOR INLET & JCT BOX
0281	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Adjustment	-667.48	16072
		38 mm CONDUIT IN TRENCH
0282	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-234.88	16072
		50 mm CONDUIT IN TRENCH
0283	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-1,253.93	16072
		75 mm CONDUIT IN TRENCH
		Total for estimate 0009:	13,185.44
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,115.27	1024995
		Dowel baskets
		S.P. Initial Payment	9,235.43	1058775
		Dowel baskets
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-300.73	1024996
		DOWEL BASKETS
		S.P. Initial Payment	5,049.47	1058775
		DOWEL BASKETS
		S.P. Adjustment	-31.85	52776
		WIGGLE BOLTS
0282	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-12.97	16072
		50 mm CONDUIT IN TRENCH
0283	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-237.05	16072
		75 mm CONDUIT IN TRENCH
		Total for estimate 0010:	11,587.03
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0034	4095.00	CONCRETE FACE PANELS
		S.P. Adjustment	-22,936.25	38683
		Concrete Face Panels
0045	3013.13	CONCRETE CLASS 47BD-30 BARRIER CURB
		S.P. Initial Payment	4,864.02	3860
		RESTEEL FOR CURB
0061	3075.56	255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-1,449.75	1024995
		Dowel baskets
		S.P. Initial Payment	7,953.40	1058776
		Dowel baskets
0063	3075.76	305 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25
		S.P. Adjustment	-2,150.55	1024996
		DOWEL BASKETS
		S.P. Adjustment	-227.78	52776
		WIGGLE BOLTS
		S.P. Initial Payment	6,734.40	1058776
		BASKETS
		S.P. Adjustment	-736.01	1058776
		BASKETS
0073	4764.34	100 mm NONPERFORATED PIPE UNDERDRAIN
		S.P. Adjustment	-0.77	9460404
		UNDERDRAIN PIPE NONPERF
0074	4764.35	100 mm PERFORATED PIPE UNDERDRAIN
		S.P. Adjustment	-254.86	9451917
		UNDERDRAIN PIPE PERF
0094	4004.50	CAST IRON GRATE AND FRAME
		S.P. Adjustment	-2,712.90	119789
		CAST IRON GRATE & FRAME
0095	4005.00	CAST IRON RING AND COVER
		S.P. Adjustment	-337.49	119789
		CAST IRON RING & COVER
0124	4155.50	REINFORCING STEEL FOR INLET AND JUNCTION BOX
		S.P. Adjustment	-102.65	3625
		RE-STEEL FOR INLET & JCT BOX
0265	A001.12	PULL BOX, TYPE PB-5
		S.P. Initial Payment	3,328.40	1-M
		PULL BOX, TYPE PB-5
0266	A001.16	PULL BOX, TYPE PB-6
		S.P. Initial Payment	6,102.07	1-M
		PULL BOX, TYPE PB-6
0267	A002.00	TRAFFIC DETECTOR
		S.P. Initial Payment	66.80	1-M
		TRAFFIC DETECTOR
0268	A002.01	TRAFFIC DETECTOR
		S.P. Initial Payment	66.80	1-M
		TRAFFIC DETECTOR
0278	A020.36	LIGHTING CONTROL CENTER, TYPE R-2
		S.P. Initial Payment	9,963.30	1-M
		LIGHTING CONTROL CENTE, R-2
0280	A069.14	25 mm CONDUIT IN TRENCH
		S.P. Initial Payment	57.94	1-M
		MAT. 25 mm CONDUIT IN TRENCH
0281	A070.10	38 mm CONDUIT IN TRENCH
		S.P. Initial Payment	1,712.19	1-M
		MAT. 38 mm CONDUIT IN TRENCH
0282	A070.14	50 mm CONDUIT IN TRENCH
		S.P. Adjustment	-63.40	16072
		50 mm CONDUIT IN TRENCH
		S.P. Initial Payment	558.80	1-M
		50 mm CONDUIT IN TRENCH
0283	A070.18	75 mm CONDUIT IN TRENCH
		S.P. Adjustment	-1,385.29	16072
		75 mm CONDUIT IN TRENCH
		S.P. Initial Payment	565.32	1-M
		75 mm CONDUIT IN TRENCH
0284	A072.10	38 mm CONDUIT UNDER ROADWAY
		S.P. Initial Payment	117.82	1-M
		MAT. 38 mm CONDUIT UNDER ROADWAY
		S.P. Adjustment	-38.63	1-M
		MAT. 38 mm CONDUIT UNDER ROADWAY
0286	A074.18	75 mm CONDUIT, JACKED
		S.P. Initial Payment	36.70	1-M
		MAT. 75 mm CONDUIT, JACKED
		S.P. Adjustment	-36.70	1-M
		MAT. 75 mm CONDUIT, JACKED
0298	A580.94	INSTALL
		S.P. Initial Payment	267.19	1-M
		CONTROLLER DISCONNECTS
0308	A750.10	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	177.48	1-M
		MAT. MODIFY HIGH MAST TOWER
0309	A750.11	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	354.96	1-M
		MAT. MODIGY HIGH MAST TOWER
0310	A750.12	MODIFY HIGH MAST TOWER
		S.P. Initial Payment	63.39	1-M
		MAT. MODIFY HIGH MAST TOWER
0328	A010.08	LUMINAIRE, TYPE HPS-150
		S.P. Initial Payment	414.07	1-M
		LUMINAIRE, TYPE HPS-150
		Total for estimate 0011:	10,972.02
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:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0164	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-864.22	E23221
		ANCHOR BOLTS
		S.P. Adjustment	-7,357.32	E23642
		EXPANSION BEARING, TFE TYPE
0165	6005.83	FIXED BEARING
		S.P. Adjustment	-472.23	E23221
		ANCHOR BOLTS
		S.P. Adjustment	-2,861.64	E23642
		FIXED BEARING
0167	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	17,999.98	116551
		Decking material
		Total for estimate 0009:	6,444.57
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0167	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	1,092.02	117698
		Decking material
		Total for estimate 0010:	1,092.02
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0172	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-7,930.10	3445
		EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	185.13	3859
		EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-185.13	3859
		EPOXY COATED REINFORCING STEEL
0179	6601.15	38 mm CONDUIT IN BRIDGE
		S.P. Initial Payment	208.98	1-M
		MAT. 38 mm CONDUIT IN BRIDGE
		Total for estimate 0011:	-7,721.12
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
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0193	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Initial Payment	1,595.99	110547
		Decking material
		Total for estimate 0009:	1,595.99
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0190	6005.78	EXPANSION BEARING, TFE TYPE
		S.P. Adjustment	-3,828.20	E23645
		EXPANSION BEARING, TFE TYPE
0191	6005.83	FIXED BEARING
		S.P. Adjustment	-2,865.90	E23645
		FIXED BEARING
0194	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-60,716.58	9401040402
		PRECAST/PRESTRESSED CONC. SUPERSTR
		Total for estimate 0010:	-67,410.68
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0193	6010.26	CLASS 47BD-30 CONCRETE FOR BRIDGE
		S.P. Adjustment	-106.73	110547
		Decking material
		S.P. Initial Payment	9,599.98	1-876500
		METAL DECKING
		S.P. Adjustment	-641.98	1-876500
		METAL DECKING
0197	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,447.83	3445
		EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,085.19	3412
		EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,261.85	3863
		EPOXY COATED REINFORCING STEEL
0202	6601.15	38 mm CONDUIT IN BRIDGE
		S.P. Initial Payment	87.20	1-M
		MAT. 38 mm CONDUIT IN BRIDGE
		Total for estimate 0011:	8,667.30
		Total remaining for contract:	350,297.69

			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
		0.500	22,500.00
		0.500	22,500.00

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
		0.000	0.00

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
		0.000	0.00

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
		103.410	37,000.09
		30.590	10,945.10

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
		10,114.000	11,125.40
		3,127.000	3,439.70

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
		551.830	29,246.99
		551.830	29,246.99

0223 6210.14	68.00	513.100	34,890.80
HP 310 mm X 79 kg STEEL PILING	m	513.100	34,890.80
		332.030	22,578.04
		79.390	5,398.52

0224 6510.55	10,996.90	1.000	10,996.90
TEMPORARY BRIDGE SHORING	LS	1.000	10,996.90
		1.000	10,996.90
		0.000	0.00

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	151,110.92
		This Estimate	71,530.31

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
		1.000	40,000.00
		0.500	20,000.00

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
		0.000	0.00

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
		0.000	0.00

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
		0.000	0.00

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
		20.000	8,648.00
		20.000	8,648.00

0239 6005.83	519.50	16.000	8,312.00
FIXED BEARING	EACH	16.000	8,312.00
		5.000	2,597.50
		5.000	2,597.50

0240 6010.22	441.60	272.300	120,247.68
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	272.300	120,247.68
		90.070	39,774.91
		17.700	7,816.32

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		0.310	83,917.99
		0.310	83,917.99

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
		13,107.000	13,107.00
		2,186.000	2,186.00

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	204,061.79
		This Estimate	125,165.81

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
		111,990.000	442,360.50
		10,600.000	41,870.00

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
		57.000	570.00
		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
		15,080.800	82,944.40
		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
		1,155.200	8,086.40
		10.000	70.00

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
		2,862.190	10,017.67
		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
		1,714.600	109,734.40
		518.300	33,171.20

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
		19,791.070	126,662.84
		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
		9,747.800	12,672.14
		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
		600.300	3,001.50
		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
		253.500	1,305.53
		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
		2,673.900	26,471.61
		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
		56.500	480.26
		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	973,542.67
		This Estimate	75,111.20

GROUP 1A MSE WALLS
0033 0030.10	25,000.00	1.000	25,000.00
MOBILIZATION	LS	1.000	25,000.00
		1.000	25,000.00
		1.000	25,000.00

0034 4095.00	121.10	410.000	49,651.00
CONCRETE FACE PANELS	m2	410.000	49,651.00
		172.800	20,926.08
		172.800	20,926.08

0035 4095.10	40.60	71.800	2,915.08
CONCRETE LEVELING PADS	m	71.800	2,915.08
		30.500	1,238.30
		30.500	1,238.30

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
		119.600	4,162.08
		119.600	4,162.08

0038 8024.75	14.90	3,161.000	47,098.90
SELECT GRANULAR BACKFILL FOR MSE WALL	m3	3,161.000	47,098.90
		1,264.000	18,833.60
		1,264.000	18,833.60

4006 3900.25	29.98	0.000	0.00
ADDITIONAL COST	m2	410.000	12,291.80
ADDITIONAL COST FOR MSE WALL PANELS		164.000	4,916.72
		164.000	4,916.72

GROUP 1A MSE WALLS		Contracted	137,941.02
		Current	150,232.82
		In place	75,076.78
		This Estimate	75,076.78

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
		0.000	0.00

0041 1020.02	16.00	288.000	4,608.00
DELINEATOR, TYPE II	EACH	288.000	4,608.00
		27.000	432.00
		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
		13,074.300	406,610.73
		1,355.600	42,159.16

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
		2,965.600	97,864.80
		0.000	0.00

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
		11,098.000	387,320.20
		2,623.000	91,542.70

0064 3089.25	33.00	19,318.000	637,494.00
TEMPORARY SURFACING	m2	19,318.000	637,494.00
250 mm		11,954.280	394,491.24
		624.000	20,592.00

0065 3300.65	60.30	46.000	2,773.80
CONCRETE PAVEMENT THICKNESS CORE	EACH	46.000	2,773.80
		6.000	361.80
		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
		1.000	473.30
		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
		7.000	736.40
		1.000	105.20

0073 4764.34	12.60	234.500	2,954.70
100 mm NONPERFORATED PIPE UNDERDRAIN	m	234.500	2,954.70
		28.400	357.84
		3.800	47.88

0074 4764.35	11.70	6,092.000	71,276.40
100 mm PERFORATED PIPE UNDERDRAIN	m	6,092.000	71,276.40
		1,155.000	13,513.50
		404.000	4,726.80

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
		27,138.200	59,704.04
		3,978.600	8,752.92

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
		132.470	582.87
		0.000	0.00

0082 9170.00	420.00	105.122	44,151.24
EARTH SHOULDER CONSTRUCTION	StaM	105.122	44,151.24
		13.000	5,460.00
		0.000	0.00

0083 9173.20	1.20	91,160.000	109,392.00
SUBGRADE PREPARATION	m2	91,160.000	109,392.00
		32,527.400	39,032.88
		3,978.600	4,774.32

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
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	4,811,676.81
		Current	4,819,454.58
		In place	1,535,570.95
		This Estimate	172,700.98

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
		5.000	1,797.00
		1.000	359.40

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
		0.000	0.00

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
		2,412.000	6,271.20
		1,254.000	3,260.40

0095 4005.00	2.20	1,716.000	3,775.20
CAST IRON RING AND COVER	kg	1,716.000	3,775.20
		780.000	1,716.00
		156.000	343.20

0098 4016.00	1,559.20	1.000	1,559.20
MANHOLE	EACH	1.000	1,559.20
AT STA. 102+20 RT.		1.000	1,559.20
		1.000	1,559.20

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
		0.000	0.00

0117 4040.00	290.70	12.000	3,488.40
REMOVE HEADWALLS FROM CULVERTS	EACH	12.000	3,488.40
		10.000	2,907.00
		2.000	581.40

0118 4043.50	31.30	686.800	21,496.84
REMOVE SEWER PIPE	m	686.800	21,496.84
		378.640	11,851.44
		56.350	1,763.76

0120 4050.01	7.60	921.000	6,999.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	921.000	6,999.60
		513.000	3,898.80
		207.400	1,576.24

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
		12.430	5,262.86
		6.030	2,553.10

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
		0.000	0.00

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
		0.050	53.58
		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
		468.100	983.01
		228.100	479.01

0125 4157.00	3.60	318.000	1,144.80
REINFORCING STEEL FOR COLLARS	kg	318.000	1,144.80
		110.000	396.00
		0.000	0.00

0126 4310.18	427.40	20.000	8,548.00
450 mm FLARED-END SECTION	EACH	20.000	8,548.00
		14.000	5,983.60
		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
		6.000	3,687.00
		2.000	1,229.00

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
		72.900	16,096.32
		12.470	2,753.38

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
		490.910	39,223.71
		74.490	5,951.75

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
		0.000	0.00

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	248,489.45
		This Estimate	22,837.24

GROUP 5 SEEDING
0149 0030.50	479.72973	1.000	479.73
MOBILIZATION	LS	1.000	479.73
		1.000	479.73
		1.000	479.73

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
		0.160	208.00
		0.160	208.00

0152 L020.07	4.00	6,736.000	26,944.00
EROSION CONTROL, TYPE B-1	m2	6,736.000	26,944.00
		1,584.200	6,336.80
		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	9,005.53
		This Estimate	687.73

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
		1.000	500.00
		1.000	500.00

0258 7110.05	20.00	1,766.000	35,320.00
1.5 METER CHAIN-LINK FENCE	m	1,766.000	35,320.00
		370.410	7,408.20
		370.410	7,408.20

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
		6.000	540.00
		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
		8.000	720.00
		3.000	270.00

GROUP 7B FENCING		Contracted	38,950.00
		Current	38,950.00
		In place	9,168.20
		This Estimate	8,178.20

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
		5.000	4,250.00
		2.000	1,700.00

0265 A001.12	480.00	13.000	6,240.00
PULL BOX, TYPE PB-5	EACH	13.000	6,240.00
		1.000	480.00
		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
		8.000	4,160.00
		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
		5,147.370	15,442.11
		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
		1.200	13.20
		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
		374.000	4,488.00
		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
		244.350	3,176.55
		44.000	572.00

0283 A070.18	17.00	1,018.000	17,306.00
75 mm CONDUIT IN TRENCH	m	1,018.000	17,306.00
		664.600	11,298.20
		232.000	3,944.00

0284 A072.10	15.00	184.000	2,760.00
38 mm CONDUIT UNDER ROADWAY	m	184.000	2,760.00
		102.000	1,530.00
		40.000	600.00

0285 A072.18	22.00	23.000	506.00
75 mm CONDUIT UNDER ROADWAY	m	23.000	506.00
		23.000	506.00
		0.000	0.00

0286 A074.18	50.00	68.000	3,400.00
75 mm CONDUIT, JACKED	m	68.000	3,400.00
		68.000	3,400.00
		38.000	1,900.00

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
		0.000	0.00

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
		167.000	2,505.00
		21.000	315.00

GROUP 8B ELECTRICAL		Contracted	691,358.50
		Current	691,358.50
		In place	133,776.00
		This Estimate	9,031.00

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
		0.000	0.00

GROUP 8C SIGNING		Contracted	587,444.82
		Current	578,394.82
		In place	38,390.00
		This Estimate	0.00

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
		31,252.000	15,626.00
		4,471.000	2,235.50

0330 0001.10	3.20	5,360.000	17,152.00
BARRICADE, TYPE III	BDAY	5,360.000	17,152.00
		4,541.000	14,531.20
		451.000	1,443.20

0331 0001.75	1.10	1,720.000	1,892.00
TEMPORARY SIGN DAY	EACH	1,720.000	1,892.00
		747.000	821.70
		15.000	16.50

0332 0001.90	0.60	66,208.000	39,724.80
SIGN DAY	EACH	66,208.000	39,724.80
		20,852.000	12,511.20
		2,971.000	1,782.60

0333 0002.30	1.00	35,000.000	35,000.00
PAVEMENT MARKING REMOVAL	m	35,000.000	35,000.00
		6,708.000	6,708.00
		248.000	248.00

0334 0002.44	0.50	45,000.000	22,500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	45,000.000	22,500.00
		26,209.600	13,104.80
		7,133.000	3,566.50

0335 0002.47	0.70	30,000.000	21,000.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	30,000.000	21,000.00
		13,622.600	9,535.82
		1,508.000	1,055.60

0336 0002.97	150.00	120.000	18,000.00
FLASHING ARROW PANEL	DAY	120.000	18,000.00
		271.000	40,650.00
		4.000	600.00

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
		0.000	0.00

0338 0003.56	8.20	7,159.000	58,703.80
RELOCATE CONCRETE PROTECTION BARRIER	m	7,159.000	58,703.80
		1,554.000	12,742.80
		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
		5.000	6,000.00
		1.000	1,200.00

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
		16.300	1,729.43
		0.000	0.00

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
		7.200	608.40
		0.000	0.00

0349 9110.07	84.50	100.000	8,450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	100.000	8,450.00
		8.000	676.00
		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		23.000	5,060.00
		0.500	110.00

GROUP 10 GENERAL ITEMS		Contracted	444,994.78
		Current	470,144.78
		In place	274,023.93
		This Estimate	12,257.90

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
		85.650	642.38
		0.000	0.00

GROUP 1 GRADING		Contracted	122,287.55
		Current	122,287.55
		In place	55,270.10
		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
		0.000	0.00

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	0.00

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
		0.000	0.00

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
		12.000	8,751.60
		0.000	0.00

0165 6005.83	977.70	12.000	11,732.40
FIXED BEARING	EACH	12.000	11,732.40
		4.000	3,910.80
		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
		0.000	0.00

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		0.330	178,823.70
		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
		37,466.000	41,212.60
		28,483.000	31,331.30

0173 6139.50	29.50	175.000	5,162.50
SUBSURFACE DRAINAGE MATTING	m2	175.000	5,162.50
		48.800	1,439.60
		48.800	1,439.60

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		0.950	10,089.00
		0.800	8,496.00

0181 8091.00	48.40	300.000	14,520.00
GRANULAR BACKFILL	m3	300.000	14,520.00
		81.000	3,920.40
		81.000	3,920.40

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	461,746.95
		This Estimate	45,187.30

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
		1.000	40,000.00
		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
		10.000	4,512.00
		0.000	0.00

0191 6005.83	354.80	12.000	4,257.60
FIXED BEARING	EACH	12.000	4,257.60
		10.000	3,548.00
		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
		103.970	50,123.94
		32.310	15,576.65

0193 6010.26	460.60	550.000	253,330.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	550.000	253,330.00
		36.780	16,940.87
		36.780	16,940.87

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		0.830	74,824.50
		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		0.200	13,226.00
		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
		9,045.000	9,949.50
		4,652.000	5,117.20

0198 6139.50	34.30	114.000	3,910.20
SUBSURFACE DRAINAGE MATTING	m2	114.000	3,910.20
		36.790	1,261.90
		36.790	1,261.90

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
		0.900	8,442.00
		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
		6.000	7,980.00
		0.000	0.00

0204 8091.00	49.10	260.000	12,766.00
GRANULAR BACKFILL	m3	260.000	12,766.00
		81.000	3,977.10
		81.000	3,977.10

GROUP 6A BRIDGE AT STA. 89+72.125		Contracted	895,305.35
		Current	895,305.35
		In place	280,190.27
		This Estimate	42,873.72

Totals for contract		Contracted	15,694,829.62
		Current	15,731,761.19
		In place	4,649,248.28
		This Estimate	660,638.17