Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0013 DIAMOND ENGINEERING COMPANY/THE
Contract ID:	4415A
Estimate Number:	0020
Pay Period End Date:	04.29.2002

Contract Location:
GRAND ISLAND SOUTH	Estimate Type:	PROG

Contractor:
DIAMOND ENGINEERING COMPANY/THE	Date Let:	12.07.2000
1521 W ANNA	Date Awarded:	01.02.2001
PO BOX 1327	Date Contract Executed:	02.06.2001
	Date Notice to Proceed:	02.06.2001
GRAND ISLAND NE 68802	Date Work Began:	04.02.2001
Phone:	Date Physical Work Completed:
(308)382-8362	Date Accepted:
Escrow Agent:

Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
HALL

Project Number		PCT			Fed State Project Number		Description
41415A 000		0.000			STPE-STPAA-2235(2)		GRAD, CULV, BR, GDRL, BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,370,306.93	$1,369,306.93	$1,000.00
$1,426,836.00	Stockpiled Materials	$.00	$320.02	$-320.02
Original Contract Amt	Gross Earnings	$1,370,306.93	$1,369,626.95	$679.98
$1,402,914.24	Retainage	$-13,703.07	$-13,693.07	$-10.00
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
96.04%	Net Earnings	$1,356,603.86	$1,355,933.88	$669.98
	Liquidated Damages	-$13,728.00	-$13,104.00	-$624.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$-56.52	$-56.52	$.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	-$13,784.52	-$13,160.52	-$624.00
	Payment	$1,342,819.34	$1,342,773.36	$45.98
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	04.29.2002		Meyer, Keith	04.29.2002
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.29.2002
Controller Div. Processed
Burling, Laurie	04.30.2002

		Detailed breakdown of stockpiled materials
Est Nbr:	0001
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	21,700.00	G-00954
		type 2 prestressed concrete beams 59'-9"
		Total for estimate 0001:	21,700.00
Est Nbr:	0003
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	9,193.03	1651
		epoxy coated rebar
		S.P. Adjustment	-655.12	1651
		epoxy coated rebar
0072	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	24,200.00	95917317
		Prestressed Concrete type 2 Beams
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Initial Payment	2,621.81	1651
		epoxy coated rebar
		Total for estimate 0003:	35,359.72
Est Nbr:	0004
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-203.40	1651
		epoxy coated rebar
		Total for estimate 0004:	-203.40
Est Nbr:	0005
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-661.87	1651
		epoxy coated rebar
		Total for estimate 0005:	-661.87
Est Nbr:	0006
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-1,511.94	1651
		epoxy coated rebar
		Total for estimate 0006:	-1,511.94
Est Nbr:	0007
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0041	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-21,700.00	G-00954
		type 2 prestressed concrete beams 59'-9"
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-180.35	1651
		epoxy coated rebar
		Total for estimate 0007:	-21,880.35
Est Nbr:	0008
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-844.18	1651
		epoxy coated rebar
		Total for estimate 0008:	-844.18
Est Nbr:	0009
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-826.69	1651
		epoxy coated rebar
		Total for estimate 0009:	-826.69
Est Nbr:	0010
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-4,018.67	1651
		epoxy coated rebar
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-707.84	1651
		epoxy coated rebar
		Total for estimate 0010:	-4,726.51
Est Nbr:	0011
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-51.77	1651
		epoxy coated rebar
0079	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-62.75	1651
		epoxy coated rebar
		Total for estimate 0011:	-114.52
Est Nbr:	0012
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-498.04	1651
		epoxy coated rebar
0072	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-24,200.00	95917317
		Prestressed Concrete type 2 Beams
		Total for estimate 0012:	-24,698.04
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-215.85	1651
		epoxy coated rebar
		Total for estimate 0013:	-215.85
Est Nbr:	0014
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-348.92	1651
		epoxy coated rebar
		Total for estimate 0014:	-348.92
Est Nbr:	0015
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-584.50	1651
		epoxy coated rebar
		Total for estimate 0015:	-584.50
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Adjustment	-122.93	1651
		epoxy coated rebar
		Total for estimate 0016:	-122.93
Est Nbr:	0020
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0048	6131.50	EPOXY COATED REINFORCING STEEL
		S.P. Closure	-320.02	1651
		epoxy coated rebar
		Total for estimate 0020:	-320.02
		Total remaining for contract:	-0.00

			1. Contracted
			2. Current
			3. To date
Item Nbr Item Code	Unit Price		4. This Est
Item Description	Units	Qty	Amount
GROUP 1 GRADING
0001 L006.00	200.00	3.000	600.00
COVER CROP SEEDING	ha	3.000	600.00
		0.000	0.00
		0.000	0.00

0002 0030.10	2,500.00	1.000	2,500.00
MOBILIZATION	LS	1.000	2,500.00
		1.000	2,500.00
		0.000	0.00

0003 1000.00	150.00	50.000	7,500.00
LARGE TREE REMOVAL	EACH	50.000	7,500.00
		109.000	16,350.00
		0.000	0.00

0004 1011.00	2.00	1,304.000	2,608.00
WATER	kL	1,304.000	2,608.00
		0.000	0.00
		0.000	0.00

0005 1030.00	5.27	12,417.000	65,437.59
EARTHWORK MEASURED IN EMBANKMENT	m3	12,417.000	65,437.59
		12,417.000	65,437.60
		0.000	0.00

0006 1101.00	4.50	896.000	4,032.00
REMOVE PAVEMENT	m2	896.000	4,032.00
		981.500	4,416.75
		0.000	0.00

0007 1101.25	8.20	139.000	1,139.80
SAWING PAVEMENT	m	139.000	1,139.80
		200.400	1,643.28
		0.000	0.00

0008 1300.24	60.00	16.000	960.00
600 mm DRIVEWAY CULVERT PIPE	m	16.000	960.00
		16.000	960.00
		0.000	0.00

0009 7017.00	7.50	222.900	1,671.75
REMOVE GUARDRAIL	m	222.900	1,671.75
		215.800	1,618.50
		0.000	0.00

4001 L022.25	10.00	0.000	0.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	914.000	9,140.00
		837.000	8,370.00
		0.000	0.00

GROUP 1 GRADING		Contracted	86,449.14
		Current	95,589.14
		In place	101,296.13
		This Estimate	0.00

GROUP 4 CULVERTS
0010 0030.40	5,300.00	1.000	5,300.00
MOBILIZATION	LS	1.000	5,300.00
		1.000	5,300.00
		0.000	0.00

0011 1043.50	1.50	114.000	171.00
RIPRAP FILTER FABRIC	m2	114.000	171.00
		114.000	171.00
		0.000	0.00

0012 4018.50	250.00	2.000	500.00
TAPPING EXISTING PIPE	EACH	2.000	500.00
		0.000	0.00
		0.000	0.00

0013 4035.00	150.00	2.000	300.00
REMOVE FLARED-END SECTION	EACH	2.000	300.00
		0.000	0.00
		0.000	0.00

0014 4040.00	200.00	1.000	200.00
REMOVE HEADWALLS FROM CULVERTS	EACH	1.000	200.00
		1.000	200.00
		0.000	0.00

0015 4043.50	25.00	51.200	1,280.00
REMOVE SEWER PIPE	m	51.200	1,280.00
		25.600	640.00
		0.000	0.00

0016 4050.01	10.50	910.000	9,555.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	910.000	9,555.00
		880.000	9,240.00
		0.000	0.00

0017 4054.60	443.00	11.000	4,873.00
TEMPORARY SHORING	m	0.000	0.00
AT STA. 140+91.304		0.000	0.00
		0.000	0.00

0018 4054.61	443.00	16.500	7,309.50
TEMPORARY SHORING	m	0.000	0.00
AT STA. 158+24.5		0.000	0.00
		0.000	0.00

0019 4300.36	110.00	26.500	2,915.00
900 mm CULVERT PIPE	m	26.500	2,915.00
		26.500	2,915.00
		0.000	0.00

0020 4310.36	350.00	4.000	1,400.00
900 mm FLARED-END SECTION	EACH	4.000	1,400.00
		4.000	1,400.00
		0.000	0.00

0021 4450.54	410.00	156.000	63,960.00
1350 mm REINFORCED CONCRETE PIPE	m	156.000	63,960.00
		156.000	63,960.00
		0.000	0.00

0022 4460.54	1,175.00	6.000	7,050.00
1350 mm CONCRETE FLARED-END SECTION	EACH	6.000	7,050.00
		6.000	7,050.00
		0.000	0.00

0023 6105.02	50.00	152.000	7,600.00
ROCK RIPRAP, TYPE B	Mg	152.000	7,600.00
		141.000	7,050.00
		0.000	0.00

4007 4976.05	4,761.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	4,761.00
Eliminate the Phasing of Culvert Crossing construction		1.000	4,761.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	112,413.50
		Current	104,992.00
		In place	102,687.00
		This Estimate	0.00

GROUP 6 BRIDGE AT STA. 141+47.475
0024 0030.60	31,000.00	1.000	31,000.00
MOBILIZATION	LS	1.000	31,000.00
		1.000	31,000.00
		0.000	0.00

0025 1010.01	5.00	165.000	825.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	165.000	825.00
		165.000	825.00
		0.000	0.00

0026 1043.50	3.50	322.000	1,127.00
RIPRAP FILTER FABRIC	m2	322.000	1,127.00
		322.000	1,127.00
		0.000	0.00

0027 3050.15	291.00	127.800	37,189.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	127.800	37,189.80
		127.800	37,189.80
		0.000	0.00

0028 3051.10	1.57	8,548.000	13,420.36
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,548.000	13,420.36
		8,548.000	13,420.36
		0.000	0.00

0029 6000.10	1,700.00	1.000	1,700.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,700.00
		1.000	1,700.00
		0.000	0.00

0030 6000.11	1,700.00	1.000	1,700.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,700.00
		1.000	1,700.00
		0.000	0.00

0031 6001.50	8,500.00	1.000	8,500.00
BENT NO.1 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0032 6001.51	8,500.00	1.000	8,500.00
BENT NO.2 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0033 6001.52	8,500.00	1.000	8,500.00
BENT NO.3 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0034 6005.78	915.00	2.000	1,830.00
EXPANSION BEARING, TFE TYPE	EACH	2.000	1,830.00
		2.000	1,830.00
		0.000	0.00

0035 6007.01	28.00	729.000	20,412.00
CLASS I REPAIR	m2	729.000	20,412.00
		729.000	20,412.00
		0.000	0.00

0036 6007.02	170.00	146.000	24,820.00
CLASS II REPAIR	m2	146.000	24,820.00
		54.300	9,231.00
		0.000	0.00

0037 6007.03	300.00	5.000	1,500.00
CLASS III REPAIR	m2	5.000	1,500.00
		0.740	222.00
		0.000	0.00

0038 6008.40	40.00	924.000	36,960.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	924.000	36,960.00
		924.000	36,960.00
		0.000	0.00

0039 6010.22	427.00	111.300	47,525.10
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	111.300	47,525.10
		111.300	47,525.11
		0.000	0.00

0040 6010.26	518.00	66.600	34,498.80
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	66.600	34,498.80
		66.600	34,498.80
		0.000	0.00

0041 6011.11	40,000.00	1.000	40,000.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	40,000.00
AT STA. 141+47.475		1.000	40,000.00
		0.000	0.00

0042 6016.02	475.00	62.300	29,592.50
CONCRETE FOR OVERLAYS-SF	m3	62.300	29,592.50
		70.736	33,599.61
		0.000	0.00

0043 6030.00	29,000.00	1.000	29,000.00
PREPARATION OF BRIDGE	EACH	1.000	29,000.00
AT STA. 141+47.475		1.000	29,000.00
		0.000	0.00

0044 6080.00	5.77	376.000	2,169.52
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	376.000	2,169.52
		376.000	2,169.52
		0.000	0.00

0045 6095.00	1,000.00	2.000	2,000.00
STEEL DIAPHRAGM	EACH	2.000	2,000.00
		2.000	2,000.00
		0.000	0.00

0046 6104.00	22.00	55.000	1,210.00
BROKEN CONCRETE RIPRAP	Mg	55.000	1,210.00
		55.000	1,210.00
		0.000	0.00

0047 6105.02	41.00	290.000	11,890.00
ROCK RIPRAP, TYPE B	Mg	290.000	11,890.00
		294.680	12,081.88
		0.000	0.00

0048 6131.50	1.57	15,644.000	24,561.08
EPOXY COATED REINFORCING STEEL	kg	15,644.000	24,561.08
		15,644.000	24,561.08
		0.000	0.00

0049 6139.50	28.00	41.000	1,148.00
SUBSURFACE DRAINAGE MATTING	m2	41.000	1,148.00
		41.000	1,148.00
		0.000	0.00

0050 6200.00	120.00	364.000	43,680.00
CONCRETE PILING	m	364.000	43,680.00
		361.300	43,356.00
		0.000	0.00

0051 6310.00	152.00	163.800	24,897.60
STEEL SHEET PILING	m2	163.800	24,897.60
		163.800	24,897.60
		0.000	0.00

0052 6510.60	7,600.00	1.000	7,600.00
BRIDGE SHORING	LS	1.000	7,600.00
		1.000	7,600.00
		0.000	0.00

0053 8091.00	12.00	100.000	1,200.00
GRANULAR BACKFILL	m3	100.000	1,200.00
		29.300	351.60
		0.000	0.00

4003 L999.00	9,575.00	0.000	0.00
COMPENSATION FOR ADDITIONAL COST	LS	1.000	9,575.00
Compensation for error in pile location.		1.000	9,575.00
		0.000	0.00

4008 6210.59	72.00	0.000	0.00
PAY CUT-OFF	m	2.700	194.40
1997 metric specifications		2.700	194.40
		0.000	0.00

GROUP 6 BRIDGE AT STA. 141+47.475		Contracted	498,956.76
		Current	508,726.16
		In place	494,885.76
		This Estimate	0.00

GROUP 6A BRIDGE AT STA. 157+63.465
0054 0030.60	32,000.00	1.000	32,000.00
MOBILIZATION	LS	1.000	32,000.00
		1.000	32,000.00
		0.000	0.00

0055 1010.01	7.00	100.000	700.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	100.000	700.00
		100.000	700.00
		0.000	0.00

0056 1043.50	3.50	269.000	941.50
RIPRAP FILTER FABRIC	m2	269.000	941.50
		269.000	941.50
		0.000	0.00

0057 3050.15	291.00	127.800	37,189.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	127.800	37,189.80
		127.800	37,189.80
		0.000	0.00

0058 3051.10	1.57	8,548.000	13,420.36
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,548.000	13,420.36
		8,548.000	13,420.36
		0.000	0.00

0059 6000.10	850.00	1.000	850.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	850.00
		1.000	850.00
		0.000	0.00

0060 6000.11	850.00	1.000	850.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	850.00
		1.000	850.00
		0.000	0.00

0061 6001.50	8,500.00	1.000	8,500.00
BENT NO.1 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0062 6001.51	8,500.00	1.000	8,500.00
BENT NO.2 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0063 6001.52	8,500.00	1.000	8,500.00
BENT NO.3 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0064 6001.53	8,500.00	1.000	8,500.00
BENT NO.4 EXCAVATION	LS	1.000	8,500.00
		1.000	8,500.00
		0.000	0.00

0065 6005.78	910.00	2.000	1,820.00
EXPANSION BEARING, TFE TYPE	EACH	2.000	1,820.00
		2.000	1,820.00
		0.000	0.00

0066 6007.01	28.00	759.000	21,252.00
CLASS I REPAIR	m2	759.000	21,252.00
		759.000	21,252.00
		0.000	0.00

0067 6007.02	170.00	152.000	25,840.00
CLASS II REPAIR	m2	152.000	25,840.00
		8.100	1,377.00
		0.000	0.00

0068 6007.03	300.00	5.000	1,500.00
CLASS III REPAIR	m2	5.000	1,500.00
		0.000	0.00
		0.000	0.00

0069 6008.40	40.00	962.000	38,480.00
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF	m2	962.000	38,480.00
		962.000	38,480.00
		0.000	0.00

0070 6010.22	427.00	121.500	51,880.50
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	121.500	51,880.50
		121.500	51,880.52
		0.000	0.00

0071 6010.26	518.00	70.900	36,726.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	70.900	36,726.20
		70.900	36,726.20
		0.000	0.00

0072 6011.11	43,500.00	1.000	43,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	43,500.00
AT STA. 157+63.465		1.000	43,500.00
		0.000	0.00

0073 6016.02	475.00	64.800	30,780.00
CONCRETE FOR OVERLAYS-SF	m3	64.800	30,780.00
		65.370	31,050.75
		0.000	0.00

0074 6030.00	31,500.00	1.000	31,500.00
PREPARATION OF BRIDGE	EACH	1.000	31,500.00
AT STA. 157+63.465		1.000	31,500.00
		0.000	0.00

0075 6080.00	5.77	522.000	3,011.94
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	522.000	3,011.94
		522.000	3,011.94
		0.000	0.00

0076 6095.00	1,000.00	2.000	2,000.00
STEEL DIAPHRAGM	EACH	2.000	2,000.00
		0.000	0.00
		0.000	0.00

0077 6104.00	22.00	55.000	1,210.00
BROKEN CONCRETE RIPRAP	Mg	55.000	1,210.00
		55.000	1,210.00
		0.000	0.00

0078 6105.02	41.00	230.000	9,430.00
ROCK RIPRAP, TYPE B	Mg	230.000	9,430.00
		241.830	9,915.03
		0.000	0.00

0079 6131.50	1.57	16,614.000	26,083.98
EPOXY COATED REINFORCING STEEL	kg	16,614.000	26,083.98
		16,614.000	26,083.99
		0.000	0.00

0080 6139.50	28.00	41.000	1,148.00
SUBSURFACE DRAINAGE MATTING	m2	41.000	1,148.00
		41.000	1,148.00
		0.000	0.00

0081 6200.00	120.00	459.600	55,152.00
CONCRETE PILING	m	459.600	55,152.00
		459.200	55,104.00
		0.000	0.00

0082 6310.00	152.00	163.800	24,897.60
STEEL SHEET PILING	m2	163.800	24,897.60
		163.800	24,897.60
		0.000	0.00

0083 6510.60	7,600.00	1.000	7,600.00
BRIDGE SHORING	LS	1.000	7,600.00
		1.000	7,600.00
		0.000	0.00

0084 8091.00	12.00	100.000	1,200.00
GRANULAR BACKFILL	m3	100.000	1,200.00
		24.340	292.08
		0.000	0.00

4004 6960.02	2,061.55	0.000	0.00
ADDITIONAL WORK	LS	1.000	2,061.55
REMOVAL OF SPREAD FOOTING @ STA. 158+07		1.000	2,061.55
		0.000	0.00

4009 6210.59	72.00	0.000	0.00
PAY CUT-OFF	m	0.400	28.80
1997 metric standard specifications		0.400	28.80
		0.000	0.00

4010 9110.10	117.35	0.000	0.00
RENTAL OF EXCAVATOR, FULLY OPERATED	HOUR	20.000	2,347.00
		20.000	2,347.00
		0.000	0.00

4011 9110.01	77.35	0.000	0.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	5.000	386.75
		5.000	386.75
		0.000	0.00

4012 W357.43	352.00	0.000	0.00
250 mm - 45 DEGREE BEND	EACH	1.000	352.00
		1.000	352.00
		0.000	0.00

4013 6960.02	981.55	0.000	0.00
ADDITIONAL WORK	LS	1.000	981.55
		1.000	981.55
		0.000	0.00

4014 6960.02	1,200.00	0.000	0.00
ADDITIONAL WORK	LS	1.000	1,200.00
		1.000	1,200.00
		0.000	0.00

GROUP 6A BRIDGE AT STA. 157+63.465		Contracted	534,963.88
		Current	542,321.53
		In place	514,158.42
		This Estimate	0.00

GROUP 7 GUARDRAIL
0085 0030.70	500.00	1.000	500.00
MOBILIZATION	LS	1.000	500.00
		1.000	500.00
		0.000	0.00

0086 7011.20	42.86	213.360	9,144.61
W-BEAM GUARDRAIL	m	213.360	9,144.61
		213.360	9,144.60
		0.000	0.00

0087 7020.00	1,106.25	8.000	8,850.00
BRIDGE APPROACH SECTIONS	EACH	8.000	8,850.00
		8.000	8,850.00
		0.000	0.00

0088 7021.70	1,639.00	8.000	13,112.00
GUARDRAIL END TREATMENT, SRT-350	EACH	8.000	13,112.00
		8.000	13,112.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	31,606.61
		Current	31,606.61
		In place	31,606.60
		This Estimate	0.00

GROUP 9 BITUMINOUS
0089 0002.30	3.00	705.000	2,115.00
PAVEMENT MARKING REMOVAL	m	705.000	2,115.00
		705.000	2,115.00
		0.000	0.00

0090 0002.38	4.00	1,500.000	6,000.00
TEMPORARY PAVEMENT MARKING, TYPE I	m	1,500.000	6,000.00
		1,500.000	6,000.00
		0.000	0.00

0091 0003.51	29.00	470.000	13,630.00
INSTALL CONCRETE PROTECTION BARRIER	m	470.000	13,630.00
		329.000	9,541.00
		0.000	0.00

0092 0003.70	750.00	8.000	6,000.00
TEMPORARY RUMBLE STRIP	EACH	8.000	6,000.00
		8.000	6,000.00
		0.000	0.00

0093 0003.75	9,900.00	2.000	19,800.00
TEMPORARY TRAFFIC SIGNAL	EACH	2.000	19,800.00
		2.000	19,800.00
		0.000	0.00

0094 0030.90	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		1.000	1,000.00

0095 2001.00	10.00	319.000	3,190.00
GRAVEL SURFACE COURSE	m3	319.000	3,190.00
		312.309	3,123.09
		0.000	0.00

0096 2009.10	250.00	6.147	1,536.75
GRAVEL EMBEDMENT	StaM	6.147	1,536.75
		6.147	1,536.75
		0.000	0.00

0097 3031.08	45.00	338.000	15,210.00
205 mm CONCRETE BASE COURSE	m2	0.000	0.00
		0.000	0.00
		0.000	0.00

0098 8111.20	2.50	690.000	1,725.00
SHOULDER SUBGRADE PREPARATION	m2	690.000	1,725.00
		690.000	1,725.00
		0.000	0.00

0099 9005.25	66.10	430.000	28,423.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00

0100 9021.01	210.00	23.220	4,876.20
PERFORMANCE GRADED BINDER (64-22)	Mg	0.000	0.00
		0.000	0.00
		0.000	0.00

0101 9053.00	0.35	620.000	217.00
TACK COAT	L	0.000	0.00
		0.000	0.00
		0.000	0.00

0102 9111.00	2.00	14.000	28.00
WATER	kL	14.000	28.00
		0.000	0.00
		0.000	0.00

0103 9173.20	2.50	338.000	845.00
SUBGRADE PREPARATION	m2	338.000	845.00
		338.000	845.00
		0.000	0.00

0104 9188.50	42.00	198.000	8,316.00
SURFACING UNDER GUARDRAIL	m2	198.000	8,316.00
		198.000	8,316.00
		0.000	0.00

4000 0003.46	8,400.00	0.000	0.00
MOVING CONCRETE PROTECTION BARRIER	LS	1.000	8,400.00
Transport Concrete Protection Barrier		0.500	4,200.00
		0.000	0.00

4002 3075.10	37.21	0.000	0.00
155 mm CONCRETE PAVEMENT, CLASS 47B-20	m2	177.168	6,592.42
		177.168	6,592.42
		0.000	0.00

4005 3075.50	45.00	0.000	0.00
255 mm CONCRETE PAVEMENT, CLASS 47B-20	m2	750.000	33,750.00
Substitute 155mm Pavement & 205mm Conc. Base Course w/255mm		780.550	35,124.76
		0.000	0.00

4006 3091.36	46.00	0.000	0.00
155 mm CONCRETE PAVEMENT CLASS 47B-HE-25	m2	110.000	5,060.00
		110.000	5,060.00
		0.000	0.00

GROUP 9 BITUMINOUS		Contracted	112,911.95
		Current	117,988.17
		In place	110,979.02
		This Estimate	1,000.00

GROUP 10 GENERAL ITEMS
0105 0001.08	0.50	4,740.000	2,370.00
BARRICADE, TYPE II	BDAY	4,740.000	2,370.00
		1,610.000	805.00
		0.000	0.00

0106 0001.10	2.00	1,896.000	3,792.00
BARRICADE, TYPE III	BDAY	1,896.000	3,792.00
		1,044.000	2,088.00
		0.000	0.00

0107 0001.30	2.50	474.000	1,185.00
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	474.000	1,185.00
		515.000	1,287.50
		0.000	0.00

0108 0001.90	0.65	16,116.000	10,475.40
SIGN DAY	EACH	16,116.000	10,475.40
		7,190.000	4,673.50
		0.000	0.00

0109 0010.04	1,950.00	1.000	1,950.00
FIELD OFFICE	EACH	1.000	1,950.00
		0.000	0.00
		0.000	0.00

0110 0030.00	5,840.00	1.000	5,840.00
MOBILIZATION	LS	1.000	5,840.00
		1.000	5,840.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	25,612.40
		Current	25,612.40
		In place	14,694.00
		This Estimate	0.00

Totals for contract		Contracted	1,402,914.24
		Current	1,426,836.01
		In place	1,370,306.93
		This Estimate	1,000.00