Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	1826 REED CONSTRUCTION & SUPPLY, INC./PAUL
Contract ID:	5777A
Estimate Number:	0025
Pay Period End Date:	07.29.2003

Contract Location:
MINATARE EAST	Estimate Type:	PROG

Contractor:
REED CONSTRUCTION & SUPPLY, INC./PAUL	Date Let:	03.29.2001
880 E COUNTRY CLUB RD	Date Awarded:	04.06.2001
	Date Contract Executed:	04.13.2001
	Date Notice to Proceed:	04.13.2001
GERING NE 69341	Date Work Began:	05.07.2001
Phone:	Date Physical Work Completed:
(308)635-2213	Date Accepted:	06.07.2002
Escrow Agent:

Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
MORRILL
SCOTTS BLUFF

Project Number		PCT			Fed State Project Number		Description
50777A 000		0.000			S-26-1(1047)		GR CP CULV BR GDRL

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,667,927.98	$1,656,937.63	$10,990.35
$2,298,792.36	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,667,927.98	$1,656,937.63	$10,990.35
$1,944,898.92	Retainage	$-16,679.28	$-16,569.38	$-109.90
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
72.56%	Net Earnings	$1,651,248.70	$1,640,368.25	$10,880.45
	Liquidated Damages	-$8,748.00	-$8,748.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$111.10	$111.10	$.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	-$8,636.90	-$8,636.90	$.00
	Payment	$1,642,611.80	$1,631,731.35	$10,880.45
Project Manager			Div. Head/Dist. Eng.
Fast, Dean	07.29.2003		Hoevet, Doug	07.30.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	07.30.2003
Controller Div. Processed
Burling, Laurie	07.30.2003

		Detailed breakdown of stockpiled materials
Est Nbr:	0013
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6200.00	CONCRETE PILING
		S.P. Initial Payment	14,581.84	1
		Concrete Piling - Stored
4019	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Initial Payment	36,696.00	117
		IT Girders - Stored
		Total for estimate 0013:	51,277.84
Est Nbr:	0016
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6200.00	CONCRETE PILING
		S.P. Adjustment	-6,862.44	1
		Concrete Piling - Stored
		Total for estimate 0016:	-6,862.44
Est Nbr:	0017
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6200.00	CONCRETE PILING
		S.P. Adjustment	-4,521.40	1
		Concrete Piling - Stored
4019	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-12,274.18	117
		IT Girders - Stored
		Total for estimate 0017:	-16,795.58
Est Nbr:	0018
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6200.00	CONCRETE PILING
		S.P. Adjustment	-2,453.46	1
		Concrete Piling - Stored
4019	6011.11	PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE
		S.P. Adjustment	-24,421.82	117
		IT Girders - Stored
		Total for estimate 0018:	-26,875.28
Est Nbr:	0024
Item Nbr	Item Cd	Item Desc	Adj Amt	Invoice Nbr
0084	6200.00	CONCRETE PILING
		S.P. Closure	-744.54	1
		Concrete Piling - Stored
		Total for estimate 0024:	-744.54
		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 L020.00	1.75	920.000	1,610.00
EROSION CONTROL	m2	920.000	1,610.00
		0.000	0.00
		0.000	0.00

0002 L022.25	10.00	816.000	8,160.00
FABRIC SILT FENCE, TYPE COIR FIBER	m	816.000	8,160.00
		597.300	5,973.00
		0.000	0.00

0003 L022.75	18.00	52.900	952.20
TEMPORARY SILT CHECK	m	52.900	952.20
		13.400	241.20
		0.000	0.00

0004 0030.10	8.00	1.000	8.00
MOBILIZATION	LS	1.000	8.00
		1.000	8.00
		0.000	0.00

0005 1009.00	10,000.00	1.000	10,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0006 1010.01	3.00	2,382.000	7,146.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	2,382.000	7,146.00
		0.000	0.00
		0.000	0.00

0007 1011.00	1.25	3,954.000	4,942.50
WATER	kL	3,954.000	4,942.50
		0.000	0.00
		0.000	0.00

0008 1012.00	60.00	68.000	4,080.00
RIGHT-OF-WAY MARKERS	EACH	68.000	4,080.00
		75.000	4,500.00
		0.000	0.00

0009 1030.00	5.95	21,088.000	125,473.60
EARTHWORK MEASURED IN EMBANKMENT	m3	21,088.000	125,473.60
		18,706.000	111,300.70
		0.000	0.00

0010 1040.05	0.50	5,975.000	2,987.50
TEMPORARY SLOPE PROTECTION	m2	5,975.000	2,987.50
		0.000	0.00
		0.000	0.00

0011 1101.00	3.25	580.000	1,885.00
REMOVE PAVEMENT	m2	580.000	1,885.00
		958.916	3,116.48
		0.000	0.00

0012 1102.00	2.25	7,607.000	17,115.75
REMOVE ASPHALT SURFACE	m2	7,607.000	17,115.75
		3,721.983	8,374.48
		0.000	0.00

0013 1300.18	70.00	13.200	924.00
450 mm DRIVEWAY CULVERT PIPE	m	13.200	924.00
		13.200	924.00
		0.000	0.00

0014 1300.54	300.00	25.600	7,680.00
1350 mm DRIVEWAY CULVERT PIPE	m	25.600	7,680.00
		25.600	7,680.00
		0.000	0.00

0015 1320.48	272.00	12.000	3,264.00
1200 mm CORRUGATED METAL PIPE FOR DRIVEWAY CULVERT PIPE	m	12.000	3,264.00
		12.000	3,264.00
		0.000	0.00

0016 4040.00	500.00	2.000	1,000.00
REMOVE HEADWALLS FROM CULVERTS	EACH	2.000	1,000.00
		2.000	1,000.00
		0.000	0.00

0017 7017.00	6.00	922.350	5,534.10
REMOVE GUARDRAIL	m	922.350	5,534.10
		890.997	5,345.98
		0.000	0.00

0018 7151.65	500.00	1.000	500.00
REMOVE AND RESET CATTLE GUARD	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00

0019 9110.01	75.00	20.000	1,500.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	20.000	1,500.00
		3.000	225.00
		0.000	0.00

0020 9110.03	45.00	20.000	900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	20.000	900.00
		0.000	0.00
		0.000	0.00

0021 9110.07	35.00	20.000	700.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	20.000	700.00
		0.000	0.00
		0.000	0.00

4001 1143.00	16.65	0.000	0.00
REMOVE DRIVEWAY CULVERT PIPE	m	7.900	131.54
		7.900	131.54
		0.000	0.00

4002 1405.00	42.60	0.000	0.00
RELAYING DRIVEWAY CULVERT PIPE	m	7.900	336.54
		7.900	336.54
		0.000	0.00

4003 1300.24	116.67	0.000	0.00
600 mm DRIVEWAY CULVERT PIPE	m	3.000	350.01
Extension		3.000	350.01
		0.000	0.00

GROUP 1 GRADING		Contracted	206,362.65
		Current	207,180.74
		In place	163,270.93
		This Estimate	0.00

GROUP 3 CONCRETE PAVEMENT
0022 L001.02	1,500.00	2.500	3,750.00
SEEDING, TYPE B	ha	2.500	3,750.00
		2.918	4,377.00
		0.000	0.00

0023 L032.75	200.00	12.500	2,500.00
MULCH	Mg	12.500	2,500.00
		14.590	2,918.00
		0.000	0.00

0024 0030.30	1,000.00	1.000	1,000.00
MOBILIZATION	LS	1.000	1,000.00
		1.000	1,000.00
		0.000	0.00

0025 2001.00	20.00	68.000	1,360.00
GRAVEL SURFACE COURSE	m3	68.000	1,360.00
		68.259	1,365.18
		0.000	0.00

0026 3008.05	7.30	2,127.000	15,527.10
TIE BARS	EACH	2,127.000	15,527.10
		27.000	197.10
		0.000	0.00

0027 3075.11	24.00	306.000	7,344.00
155 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	306.000	7,344.00
		253.289	6,078.94
		0.000	0.00

0028 3075.31	25.00	8,565.000	214,125.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25	m2	8,565.000	214,125.00
		2,675.171	66,879.30
		439.614	10,990.35

0029 8111.20	2.30	7,015.000	16,134.50
SHOULDER SUBGRADE PREPARATION	m2	7,015.000	16,134.50
		4,424.907	10,177.28
		0.000	0.00

0030 9009.75	33.00	8,060.000	265,980.00
TEMPORARY SURFACING	m2	8,060.000	265,980.00
205 mm		3,236.458	106,803.12
		0.000	0.00

0031 9111.00	1.25	114.000	142.50
WATER	kL	114.000	142.50
		15.452	19.32
		0.000	0.00

0032 9173.20	30.00	1,396.000	41,880.00
SUBGRADE PREPARATION	m2	1,396.000	41,880.00
		1,997.640	59,929.20
		0.000	0.00

0033 9188.50	33.00	142.000	4,686.00
SURFACING UNDER GUARDRAIL	m2	142.000	4,686.00
		222.400	7,339.20
		0.000	0.00

GROUP 3 CONCRETE PAVEMENT		Contracted	574,429.10
		Current	574,429.10
		In place	267,083.64
		This Estimate	10,990.35

GROUP 4 CULVERTS
0034 0030.40	7,000.00	1.000	7,000.00
MOBILIZATION	LS	1.000	7,000.00
		1.000	7,000.00
		0.000	0.00

0035 1043.50	4.00	180.000	720.00
RIPRAP FILTER FABRIC	m2	180.000	720.00
		387.360	1,549.44
		0.000	0.00

0036 4040.00	250.00	10.000	2,500.00
REMOVE HEADWALLS FROM CULVERTS	EACH	10.000	2,500.00
		10.000	2,500.00
		0.000	0.00

0037 4044.00	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 38+91.3		1.000	2,500.00
		0.000	0.00

0038 4044.01	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 87+62.8		1.000	2,500.00
		0.000	0.00

0039 4044.02	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 95+89		1.000	2,500.00
		0.000	0.00

0040 4044.03	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 110+98		1.000	2,500.00
		0.000	0.00

0041 4044.04	2,500.00	1.000	2,500.00
PREPARATION OF STRUCTURE	EACH	1.000	2,500.00
AT STA. 123+83		1.000	2,500.00
		0.000	0.00

0042 4045.00	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 30+10.38 RT.		1.000	10,000.00
		0.000	0.00

0043 4050.01	12.50	28.000	350.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	466.225	5,827.81
		459.225	5,740.31
		0.000	0.00

0044 4051.01	12.50	307.000	3,837.50
EXCAVATION FOR BOX CULVERTS	m3	307.000	3,837.50
		369.707	4,621.34
		0.000	0.00

0045 4101.06	330.00	220.540	72,778.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	220.540	72,778.20
		222.569	73,447.77
		0.000	0.00

0046 4107.07	200.00	1.000	200.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS	m3	1.000	200.00
		1.000	200.00
		0.000	0.00

0047 4130.06	400.00	0.320	128.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG	m3	0.320	128.00
		0.320	128.00
		0.000	0.00

0048 4151.00	1.41	11,786.000	16,618.26
REINFORCING STEEL FOR BOX CULVERT	kg	11,786.000	16,618.26
		11,875.174	16,744.00
		0.000	0.00

0049 4350.72	450.00	16.500	7,425.00
1800 mm CORRUGATED METAL PIPE	m	16.500	7,425.00
		16.500	7,425.00
		0.000	0.00

0050 4360.30	425.00	2.000	850.00
750 mm METAL FLARED-END SECTION	EACH	2.000	850.00
		2.000	850.00
		0.000	0.00

0051 4450.42	210.00	6.000	1,260.00
1050 mm REINFORCED CONCRETE PIPE	m	6.000	1,260.00
		6.000	1,260.00
		0.000	0.00

0052 4460.42	850.00	2.000	1,700.00
1050 mm CONCRETE FLARED-END SECTION	EACH	2.000	1,700.00
		2.000	1,700.00
		0.000	0.00

0053 6040.00	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 18+38		1.000	1,000.00
		0.000	0.00

0054 6040.02	1,000.00	1.000	1,000.00
REMOVE STRUCTURE	EACH	1.000	1,000.00
AT STA. 58+43-15 m RT.		0.000	0.00
		0.000	0.00

0055 6104.00	10.00	56.000	560.00
BROKEN CONCRETE RIPRAP	Mg	56.000	560.00
		231.042	2,310.42
		0.000	0.00

0056 6105.02	27.00	72.000	1,944.00
ROCK RIPRAP, TYPE B	Mg	72.000	1,944.00
		70.000	1,890.00
		0.000	0.00

4004 4048.25	16.50	0.000	0.00
REMODEL	EACH	22.000	363.00
Remodel Wing Steel		22.000	363.00
		0.000	0.00

4005 4051.10	20.00	0.000	0.00
GRANULAR BACKFILL FOR BOX CULVERT	m3	10.000	200.00
3" Crushed Concrete		4.980	99.60
		0.000	0.00

4023 4350.24	82.00	0.000	0.00
600 mm CORRUGATED METAL PIPE	m	9.600	787.20
		9.600	787.20
		0.000	0.00

4024 4360.24	325.00	0.000	0.00
600 mm METAL FLARED-END SECTION	EACH	2.000	650.00
		2.000	650.00
		0.000	0.00

4025 4350.36	134.00	0.000	0.00
900 mm CORRUGATED METAL PIPE	m	40.000	5,360.00
		44.900	6,016.60
		0.000	0.00

4026 4360.36	400.00	0.000	0.00
900 mm METAL FLARED-END SECTION	EACH	6.000	2,400.00
		6.000	2,400.00
		0.000	0.00

4027 4450.60	323.00	0.000	0.00
1500 mm REINFORCED CONCRETE PIPE	m	11.000	3,553.00
		11.000	3,553.00
		0.000	0.00

4028 6970.00	825.00	0.000	0.00
FREIGHT	LS	1.000	825.00
		1.000	825.00
		0.000	0.00

4029 4977.00	1,269.07	0.000	0.00
DELIVERED NOT USED	EACH	1.000	1,269.07
		1.000	1,269.07
		0.000	0.00

GROUP 4 CULVERTS		Contracted	142,370.96
		Current	163,256.04
		In place	166,829.75
		This Estimate	0.00

GROUP 4A CULVERT AT STA. 36+08
0057 0030.40	11,000.00	1.000	11,000.00
MOBILIZATION	LS	1.000	11,000.00
		1.000	11,000.00
		0.000	0.00

0058 4051.01	12.00	1,278.000	15,336.00
EXCAVATION FOR BOX CULVERTS	m3	1,278.000	15,336.00
		1,278.000	15,336.00
		0.000	0.00

0059 4101.06	330.00	456.330	150,588.90
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	456.330	150,588.90
		456.330	150,588.90
		0.000	0.00

0060 4151.00	1.41	31,198.000	43,989.18
REINFORCING STEEL FOR BOX CULVERT	kg	31,198.000	43,989.18
		31,221.759	44,022.68
		0.000	0.00

0061 6040.02	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 36+11.8		1.000	10,000.00
		0.000	0.00

GROUP 4A CULVERT AT STA. 36+08		Contracted	230,914.08
		Current	230,914.08
		In place	230,947.58
		This Estimate	0.00

GROUP 4B CULVERT AT STA. 102+29
0062 0030.40	5,000.00	1.000	5,000.00
MOBILIZATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0063 4051.01	12.00	388.000	4,656.00
EXCAVATION FOR BOX CULVERTS	m3	388.000	4,656.00
		388.000	4,656.00
		0.000	0.00

0064 4101.06	330.00	191.307	63,131.31
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	191.307	63,131.31
		191.307	63,131.31
		0.000	0.00

0065 4151.00	1.41	13,083.000	18,447.03
REINFORCING STEEL FOR BOX CULVERT	kg	13,083.000	18,447.03
		13,083.371	18,447.56
		0.000	0.00

0066 6040.04	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 102+29.6		1.000	10,000.00
		0.000	0.00

GROUP 4B CULVERT AT STA. 102+29		Contracted	101,234.34
		Current	101,234.34
		In place	101,234.87
		This Estimate	0.00

GROUP 4C CULVERT AT STA. 134+17
0067 0030.40	6,000.00	1.000	6,000.00
MOBILIZATION	LS	1.000	6,000.00
		1.000	6,000.00
		0.000	0.00

0068 4051.01	12.00	292.000	3,504.00
EXCAVATION FOR BOX CULVERTS	m3	292.000	3,504.00
		292.000	3,504.00
		0.000	0.00

0069 4101.06	330.00	239.513	79,039.29
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	239.513	79,039.29
		239.513	79,039.29
		0.000	0.00

0070 4151.00	1.41	15,408.000	21,725.28
REINFORCING STEEL FOR BOX CULVERT	kg	15,408.000	21,725.28
		15,407.717	21,724.88
		0.000	0.00

0071 6040.05	10,000.00	1.000	10,000.00
REMOVE STRUCTURE	EACH	1.000	10,000.00
AT STA. 134+20.5		1.000	10,000.00
		0.000	0.00

GROUP 4C CULVERT AT STA. 134+17		Contracted	120,268.57
		Current	120,268.57
		In place	120,268.17
		This Estimate	0.00

GROUP 6 BRIDGE AT STA. 30+44.5
0072 0030.60	19,600.00	1.000	19,600.00
MOBILIZATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00

0073 1010.01	12.50	380.000	4,750.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0074 3050.15	340.00	140.000	47,600.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0075 3051.10	1.95	9,655.000	18,827.25
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	0.000	0.00
		0.000	0.00
		0.000	0.00

0076 6000.10	10,450.00	1.000	10,450.00
ABUTMENT NO.1 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00

0077 6000.11	10,450.00	1.000	10,450.00
ABUTMENT NO.2 EXCAVATION	LS	0.000	0.00
		0.000	0.00
		0.000	0.00

0078 6010.22	580.00	58.500	33,930.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0079 6010.26	580.00	144.200	83,636.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0080 6040.01	22,900.00	1.000	22,900.00
REMOVE STRUCTURE	EACH	0.000	0.00
AT STA. 30+45		0.000	0.00
		0.000	0.00

0081 6105.01	35.00	207.000	7,245.00
ROCK RIPRAP, TYPE A	Mg	207.000	7,245.00
		204.030	7,141.05
		0.000	0.00

0082 6131.50	1.95	20,820.000	40,599.00
EPOXY COATED REINFORCING STEEL	kg	0.000	0.00
		0.000	0.00
		0.000	0.00

0083 6139.50	69.00	16.000	1,104.00
SUBSURFACE DRAINAGE MATTING	m2	0.000	0.00
		0.000	0.00
		0.000	0.00

0084 6200.00	120.00	560.800	67,296.00
CONCRETE PILING	m	560.800	67,296.00
		536.260	64,351.20
		0.000	0.00

0085 6310.00	148.00	221.400	32,767.20
STEEL SHEET PILING	m2	0.000	0.00
		0.000	0.00
		0.000	0.00

0086 8091.00	14.50	140.000	2,030.00
GRANULAR BACKFILL	m3	0.000	0.00
		0.000	0.00
		0.000	0.00

0405 0030.60		1.000
MOBILIZATION	LS	2.000	0.00
Revised		0.000	0.00
		0.000	0.00

0406 1010.01	12.53	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	380.000	4,761.40
Revised		0.000	0.00
		0.000	0.00

0407 3050.15	341.00	0.000	0.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	152.400	51,968.40
Revised		0.000	0.00
		0.000	0.00

0408 3051.10	1.62	0.000	0.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,502.000	15,393.24
Revised		0.000	0.00
		0.000	0.00

0409 6000.10	5,220.00	0.000	0.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,220.00
Revised		0.000	0.00
		0.000	0.00

0410 6000.11	5,220.00	0.000	0.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,220.00
Revised		0.000	0.00
		0.000	0.00

0411 6010.22	590.00	0.000	0.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	62.400	36,816.00
Revised		0.000	0.00
		0.000	0.00

0412 6010.26	375.00	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	81.300	30,487.50
Revised		0.000	0.00
		0.000	0.00

0413 6040.01	20,880.00	0.000	0.00
REMOVE STRUCTURE	EACH	1.000	20,880.00
Revised		0.000	0.00
		0.000	0.00

0414 6131.50	1.60	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	15,415.000	24,664.00
Revised		0.000	0.00
		0.000	0.00

0415 6139.50	70.00	0.000	0.00
SUBSURFACE DRAINAGE MATTING	m2	16.000	1,120.00
Revised		0.000	0.00
		0.000	0.00

0416 6310.00	150.00	0.000	0.00
STEEL SHEET PILING	m2	221.400	33,210.00
Revised		0.000	0.00
		0.000	0.00

0417 8091.00	14.59	0.000	0.00
GRANULAR BACKFILL	m3	140.000	2,042.60
Revised		0.000	0.00
		0.000	0.00

0418 6011.11	77,360.00	0.000	0.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	77,360.00
Revised		0.000	0.00
		0.000	0.00

4006 0030.60		1.000
MOBILIZATION	LS	2.000	0.00
		1.000	19,500.00
		0.000	0.00

4007 1010.01	12.53	0.000	0.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	380.000	4,761.40
		380.000	4,761.40
		0.000	0.00

4008 3050.15	341.00	0.000	0.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	152.400	51,968.40
		152.400	51,968.40
		0.000	0.00

4009 3051.10	1.62	0.000	0.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	9,502.000	15,393.24
		11,213.100	18,165.22
		0.000	0.00

4010 6000.10	5,220.00	0.000	0.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,220.00
		1.000	5,220.00
		0.000	0.00

4011 6000.11	5,220.00	0.000	0.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,220.00
		1.000	5,220.00
		0.000	0.00

4012 6010.22	590.00	0.000	0.00
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	62.400	36,816.00
		62.400	36,816.00
		0.000	0.00

4013 6010.26	375.00	0.000	0.00
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	81.300	30,487.50
		81.300	30,487.50
		0.000	0.00

4014 6040.01	20,880.00	0.000	0.00
REMOVE STRUCTURE	EACH	1.000	20,880.00
		1.000	20,880.00
		0.000	0.00

4015 6131.50	1.60	0.000	0.00
EPOXY COATED REINFORCING STEEL	kg	15,415.000	24,664.00
		15,415.000	24,664.00
		0.000	0.00

4016 6139.50	70.00	0.000	0.00
SUBSURFACE DRAINAGE MATTING	m2	16.000	1,120.00
		0.000	0.00
		0.000	0.00

4017 6310.00	150.00	0.000	0.00
STEEL SHEET PILING	m2	221.400	33,210.00
		221.400	33,210.00
		0.000	0.00

4018 8091.00	14.59	0.000	0.00
GRANULAR BACKFILL	m3	140.000	2,042.60
		140.000	2,042.60
		0.000	0.00

4019 6011.11	77,360.00	0.000	0.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	77,360.00
		1.000	77,360.00
		0.000	0.00

4020 6200.50	72.00	0.000	0.00
PAY CUT-OFF FOR CONCRETE PILING	m	8.000	576.00
		24.580	1,769.76
		0.000	0.00

4022 6970.00	766.45	0.000	0.00
FREIGHT	LS	1.000	766.45
		1.000	766.45
		0.000	0.00

GROUP 6 BRIDGE AT STA. 30+44.5		Contracted	403,184.45
		Current	733,169.73
		In place	404,323.58
		This Estimate	0.00

GROUP 7 GUARDRAIL
0087 0030.70	2,200.00	1.000	2,200.00
MOBILIZATION	LS	1.000	2,200.00
		1.000	2,200.00
		0.000	0.00

0088 7011.20	54.40	68.580	3,730.75
W-BEAM GUARDRAIL	m	68.580	3,730.75
		68.580	3,730.76
		0.000	0.00

0089 7020.00	1,250.00	4.000	5,000.00
BRIDGE APPROACH SECTIONS	EACH	4.000	5,000.00
		4.000	5,000.00
		0.000	0.00

0090 7021.70	2,000.00	4.000	8,000.00
GUARDRAIL END TREATMENT, SRT-350	EACH	4.000	8,000.00
		4.000	8,000.00
		0.000	0.00

0091 7023.00	1,500.00	2.000	3,000.00
TERMINAL ANCHORAGE SECTIONS	EACH	2.000	3,000.00
		4.000	6,000.00
		0.000	0.00

4021 7015.00	22.05	0.000	0.00
CABLE GUARDRAIL	m	100.000	2,205.00
		90.500	1,995.53
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	21,930.75
		Current	24,135.75
		In place	26,926.29
		This Estimate	0.00

GROUP 10 GENERAL ITEMS
0092 0001.08	0.50	6,910.000	3,455.00
BARRICADE, TYPE II	BDAY	6,910.000	3,455.00
		17,818.000	8,909.00
		0.000	0.00

0093 0001.10	2.12	3,296.000	6,987.52
BARRICADE, TYPE III	BDAY	3,296.000	6,987.52
		6,396.000	13,559.52
		0.000	0.00

0094 0001.30	2.40	1,552.000	3,724.80
TYPE B HIGH INTENSITY WARNING LIGHT	LDAY	1,552.000	3,724.80
		650.000	1,560.00
		0.000	0.00

0095 0001.90	0.55	14,594.000	8,026.70
SIGN DAY	EACH	14,594.000	8,026.70
		22,787.000	12,532.85
		0.000	0.00

0096 0002.30	3.20	1,600.000	5,120.00
PAVEMENT MARKING REMOVAL	m	1,600.000	5,120.00
		4,744.304	15,181.76
		0.000	0.00

0097 0002.44	1.10	10,400.000	11,440.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT	m	10,400.000	11,440.00
		9,034.125	9,937.54
		0.000	0.00

0098 0003.10	425.00	50.000	21,250.00
FLAGGING	DAY	50.000	21,250.00
		67.500	28,687.50
		0.000	0.00

0099 0003.51	25.00	528.000	13,200.00
INSTALL CONCRETE PROTECTION BARRIER	m	528.000	13,200.00
		1,027.000	25,675.00
		0.000	0.00

0100 0003.70	425.00	20.000	8,500.00
TEMPORARY RUMBLE STRIP	EACH	20.000	8,500.00
		20.000	8,500.00
		0.000	0.00

0101 0003.75	9,400.00	5.000	47,000.00
TEMPORARY TRAFFIC SIGNAL	EACH	5.000	47,000.00
		5.000	47,000.00
		0.000	0.00

0102 0010.04	7,500.00	1.000	7,500.00
FIELD OFFICE	EACH	1.000	7,500.00
		1.000	7,500.00
		0.000	0.00

0103 0030.00	8,000.00	1.000	8,000.00
MOBILIZATION	LS	1.000	8,000.00
		1.000	8,000.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	144,204.02
		Current	144,204.02
		In place	187,043.17
		This Estimate	0.00

Totals for contract		Contracted	1,944,898.92
		Current	2,259,792.37
		In place	1,667,927.98
		This Estimate	10,990.35