Contractor Payments

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0462 WEBB CONTRACTOR, INC./L. J.
Contract ID:	4503A
Estimate Number:	0009
Pay Period End Date:	08.09.2003

Contract Location:
WOLBACH WEST	Estimate Type:	PROG

Contractor:
WEBB CONTRACTOR, INC./L. J.	Date Let:	12.19.2002
918 N 13TH ST	Date Awarded:	12.27.2002
PO BOX 386	Date Contract Executed:	01.07.2003
	Date Notice to Proceed:	01.07.2003
GENEVA NE 68361-0386	Date Work Began:	01.14.2003
Phone:	Date Physical Work Completed:
(402)759-4160	Date Accepted:
Escrow Agent:

Surety Co:
UNIVERSAL SURETY COMPANY

Counties
GREELEY
HOWARD

Project Number		PCT			Fed State Project Number		Description
41503A 000		0.000			F-22-4(1006)		GR CULV SEED BR GDRL ELEC BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$1,187,164.83	$1,106,188.14	$80,976.69
$2,493,995.47	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$1,187,164.83	$1,106,188.14	$80,976.69
$2,308,111.47	Retainage	$-11,871.65	$-11,061.88	$-809.77
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
47.60%	Net Earnings	$1,175,293.18	$1,095,126.26	$80,166.92
	Liquidated Damages	$.00	$.00	$.00
	Incentives	$.00	$.00	$.00
	Disincentives	$.00	$.00	$.00
	Other Contract Adj	$.00	$.00	$.00
	Appl of Training Adj	$.00	$.00	$.00
	Training Rates Adj	$.00	$.00	$.00
	Fuel Adj	$4.51	$4.51	$.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	$4.51	$4.51	$.00
	Payment	$1,175,297.69	$1,095,130.77	$80,166.92
Project Manager			Div. Head/Dist. Eng.
Woodgate, Gerald	08.12.2003		Meyer, Keith	08.12.2003
Constr. Estimate Eng.			Materials Eng.
Hitzeman, Bill	08.12.2003
Controller Div. Processed
Burling, Laurie	08.12.2003

		Detailed breakdown of stockpiled materials
		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 0030.10	3,000.00	1.000	3,000.00
MOBILIZATION	LS	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0002 1000.00	150.00	8.000	1,200.00
LARGE TREE REMOVAL	EACH	8.000	1,200.00
		25.000	3,750.00
		-264.000	-39,600.00

0003 1009.00	17,000.00	1.000	17,000.00
GENERAL CLEARING AND GRUBBING	LS	1.000	17,000.00
		0.250	4,250.00
		0.000	0.00

0004 1010.00	1.14	208,605.000	237,809.70
EXCAVATION	m3	212,750.000	242,535.00
		94,548.153	107,784.89
		15,381.740	17,535.18

0005 1010.01	1.30	4,072.000	5,293.60
EXCAVATION (ESTABLISHED QUANTITY)	m3	6,081.000	7,905.30
		5,074.000	6,596.20
		0.000	0.00

0006 1011.00	4.00	7,600.000	30,400.00
WATER	kL	7,740.000	30,960.00
		9,643.002	38,572.02
		91.560	366.24

0007 1012.00	65.00	116.000	7,540.00
RIGHT-OF-WAY MARKERS	EACH	116.000	7,540.00
		105.000	6,825.00
		5.000	325.00

0008 1101.00	5.86	256.000	1,500.16
REMOVE PAVEMENT	m2	256.000	1,500.16
		0.000	0.00
		0.000	0.00

0009 1102.00	4.43	4,266.000	18,898.38
REMOVE ASPHALT SURFACE	m2	7,270.000	32,206.10
		3,409.174	15,102.64
		0.000	0.00

0010 1124.00	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 1008+16 TO STA. 1008+20 RT.		1.000	500.00
		0.000	0.00

0011 1124.01	500.00	1.000	500.00
REMOVE BUILDING	EACH	1.000	500.00
AT STA. 1008+45 TO STA. 1008+59 RT.		1.000	500.00
		0.000	0.00

0012 1125.00	500.00	1.000	500.00
CLEAR TRACT	EACH	1.000	500.00
AT STA. 1008+00 TO STA. 1008+75 RT.		1.000	500.00
		0.000	0.00

0013 1125.01	200.00	1.000	200.00
CLEAR TRACT	EACH	1.000	200.00
AT STA. 1007+04 TO STA. 1008+85 LT.		1.000	200.00
		0.000	0.00

0014 1701.24	45.00	128.600	5,787.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8	m	128.600	5,787.00
		23.200	1,044.00
		0.000	0.00

0015 7017.00	5.00	102.800	514.00
REMOVE GUARDRAIL	m	102.800	514.00
		45.720	228.60
		0.000	0.00

0016 7017.50	6.00	2,680.290	16,081.74
REMOVE & SALVAGE GUARDRAIL	m	2,680.290	16,081.74
		647.100	3,882.60
		0.000	0.00

0017 L006.00	75.00	51.000	3,825.00
COVER CROP SEEDING	ha	51.000	3,825.00
		0.000	0.00
		0.000	0.00

0018 L006.50	1,750.00	0.620	1,085.00
TEMPORARY SEEDING	ha	1.150	2,012.50
		0.750	1,312.50
		0.000	0.00

0019 L020.00	1.49	7,504.000	11,180.96
EROSION CONTROL	m2	7,504.000	11,180.96
		0.000	0.00
		0.000	0.00

0020 L020.01	4.96	12,159.000	60,308.64
EROSION CONTROL, TYPE A	m2	12,159.000	60,308.64
		261.000	1,294.56
		0.000	0.00

0021 L020.08	4.98	4,119.000	20,512.62
EROSION CONTROL, TYPE AA	m2	4,119.000	20,512.62
		0.000	0.00
		0.000	0.00

0022 L020.09	13.50	3,331.000	44,968.50
EROSION CONTROL, TYPE AAA	m2	3,331.000	44,968.50
		91.000	1,228.50
		0.000	0.00

0023 L020.10	1.60	4,057.000	6,491.20
EROSION CONTROL, TYPE HV	m2	5,282.000	8,451.20
		1,225.000	1,960.00
		0.000	0.00

0024 L021.00	15.00	180.000	2,700.00
EROSION CHECKS	BALE	180.000	2,700.00
		0.000	0.00
		0.000	0.00

0025 L021.01	16.00	454.000	7,264.00
EROSION CHECKS, TYPE A	BALE	454.000	7,264.00
		11.000	176.00
		0.000	0.00

0026 L021.06	13.00	188.000	2,444.00
EROSION CHECKS, TYPE HV	BALE	208.000	2,704.00
		20.000	260.00
		0.000	0.00

0027 L021.21	13.00	144.000	1,872.00
EROSION CHECKS, TYPE AA	BALE	144.000	1,872.00
		0.000	0.00
		0.000	0.00

0028 L021.22	13.00	44.000	572.00
EROSION CHECKS, TYPE AAA	BALE	44.000	572.00
		3.000	39.00
		0.000	0.00

0029 L022.11	6.00	1,720.000	10,320.00
FABRIC SILT FENCE-LOW POROSITY	m	1,720.000	10,320.00
		1,085.800	6,514.80
		0.000	0.00

0030 L022.75	22.00	1,488.000	32,736.00
TEMPORARY SILT CHECK	m	1,488.000	32,736.00
		30.100	662.20
		0.000	0.00

0031 L032.80	2,000.00	2.400	4,800.00
HYDROMULCH	Mg	5.400	10,800.00
		3.522	7,044.00
		0.000	0.00

4002 4061.01	3.90	0.000	0.00
EXCAVATION OF UNSUITABLE MATERIAL	m3	107.530	419.37
		496.852	1,937.72
		0.000	0.00

GROUP 1 GRADING		Contracted	557,804.50
		Current	588,576.09
		In place	215,165.23
		This Estimate	-21,373.58

GROUP 4 CULVERTS
0032 0030.40	13,000.00	1.000	13,000.00
MOBILIZATION	LS	1.000	13,000.00
		1.000	13,000.00
		0.000	0.00

0033 1043.50	2.00	425.000	850.00
RIPRAP FILTER FABRIC	m2	255.000	510.00
		0.000	0.00
		0.000	0.00

0034 4005.00	3.50	158.000	553.00
CAST IRON RING AND COVER	kg	158.000	553.00
		158.000	553.00
		158.000	553.00

0035 4016.00	2,500.00	1.000	2,500.00
MANHOLE	EACH	1.000	2,500.00
AT STA. 1044+83 RT.		1.000	2,500.00
		0.000	0.00

0036 4035.00	95.00	17.000	1,615.00
REMOVE FLARED-END SECTION	EACH	17.000	1,615.00
		16.000	1,520.00
		2.000	190.00

0037 4040.00	160.00	9.000	1,440.00
REMOVE HEADWALLS FROM CULVERTS	EACH	9.000	1,440.00
		9.000	1,440.00
		4.000	640.00

0038 4044.00	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	0.000	0.00
AT STA. 1002+14.2		0.000	0.00
		0.000	0.00

0039 4044.01	2,000.00	1.000	2,000.00
PREPARATION OF STRUCTURE	EACH	1.000	2,000.00
AT STA. 1026+76.7		1.000	2,000.00
		0.000	0.00

0040 4045.00	2,500.00	1.000	2,500.00
REMOVE STRUCTURE	EACH	1.000	2,500.00
AT STA. 1021+25 LT.		1.000	2,500.00
		0.000	0.00

0041 4050.01	8.50	2,169.000	18,436.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS	m3	2,169.000	18,436.50
		1,677.600	14,259.60
		0.000	0.00

0042 4051.01	11.00	175.000	1,925.00
EXCAVATION FOR BOX CULVERTS	m3	1,986.000	21,846.00
		2,036.000	22,396.00
		0.000	0.00

0043 4100.06	575.00	2.200	1,265.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL	m3	2.200	1,265.00
		1.200	690.00
		0.000	0.00

0044 4101.06	320.00	168.230	53,833.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT	m3	358.629	114,761.28
		358.629	114,761.28
		0.000	0.00

0045 4150.00	1.00	119.000	119.00
REINFORCING STEEL FOR HEADWALL	kg	119.000	119.00
		90.000	90.00
		0.000	0.00

0046 4151.00	0.65	11,349.000	7,376.85
REINFORCING STEEL FOR BOX CULVERT	kg	20,386.000	13,250.90
		20,386.000	13,250.91
		0.000	0.00

0047 4310.24	175.00	18.000	3,150.00
600 mm FLARED-END SECTION	EACH	18.000	3,150.00
		16.000	2,800.00
		1.000	175.00

0048 4310.30	315.00	9.000	2,835.00
750 mm FLARED-END SECTION	EACH	9.000	2,835.00
		6.000	1,890.00
		0.000	0.00

0049 4310.36	310.00	4.000	1,240.00
900 mm FLARED-END SECTION	EACH	4.000	1,240.00
		4.000	1,240.00
		0.000	0.00

0050 4310.42	625.00	3.000	1,875.00
1050 mm FLARED-END SECTION	EACH	3.000	1,875.00
		3.000	1,875.00
		0.000	0.00

0051 4310.48	650.00	2.000	1,300.00
1200 mm FLARED-END SECTION	EACH	2.000	1,300.00
		2.000	1,300.00
		0.000	0.00

0052 4310.60	975.00	2.000	1,950.00
1500 mm FLARED-END SECTION	EACH	2.000	1,950.00
		2.000	1,950.00
		0.000	0.00

0053 4670.05	95.00	176.000	16,720.00
CULVERT SANDFILL	m3	176.000	16,720.00
		69.577	6,609.82
		0.000	0.00

0054 4850.42	521.00	30.000	15,630.00
JACKING 1050 mm CULVERT PIPE, TYPE	m	30.000	15,630.00
2 CLASS V		30.000	15,630.00
		0.000	0.00

0055 4850.60	1,204.00	56.000	67,424.00
JACKING 1500 mm CULVERT PIPE, TYPE	m	56.000	67,424.00
2 CLASS V		56.000	67,424.00
		0.000	0.00

0056 6105.02	32.50	457.000	14,852.50
ROCK RIPRAP, TYPE B	Mg	221.000	7,182.50
		0.000	0.00
		0.000	0.00

0057 P120.42	250.00	35.000	8,750.00
1050 mm CULVERT PIPE TYPE 2	m	35.000	8,750.00
		35.000	8,750.00
		0.000	0.00

0058 P120.60	500.00	22.500	11,250.00
1500 mm CULVERT PIPE, TYPE 2	m	22.500	11,250.00
		22.500	11,250.00
		0.000	0.00

0059 P129.42	210.00	30.000	6,300.00
1050 mm CULVERT PIPE, TYPE 2 CLASS V	m	30.000	6,300.00
		30.000	6,300.00
		0.000	0.00

0060 P129.60	400.00	56.000	22,400.00
1500 mm CULVERT PIPE, TYPE 2 CLASS V	m	56.000	22,400.00
		56.000	22,400.00
		0.000	0.00

0061 P300.24	55.00	114.000	6,270.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5	m	140.200	7,711.00
		177.430	9,758.65
		11.350	624.25

0062 P300.30	80.00	59.700	4,776.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5	m	59.700	4,776.00
		56.600	4,528.00
		0.000	0.00

0063 P300.36	90.00	36.000	3,240.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5	m	36.000	3,240.00
		32.900	2,961.00
		0.000	0.00

0064 P300.48	155.00	52.700	8,168.50
1200 mm CULVERT PIPE, TYPE 3,4 OR 5	m	52.700	8,168.50
		61.000	9,455.00
		0.000	0.00

0065 P402.24	55.00	300.400	16,522.00
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	300.400	16,522.00
		268.300	14,756.50
		0.000	0.00

0066 P402.30	80.00	28.500	2,280.00
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	28.500	2,280.00
		0.000	0.00
		0.000	0.00

0067 P406.42	140.00	12.000	1,680.00
1050 mm CULVERT PIPE, TYPE 2,3,4 OR 5	m	12.000	1,680.00
		12.000	1,680.00
		0.000	0.00

0068 P600.30	80.00	42.400	3,392.00
750 mm CULVERT PIPE, TYPE 2, 3, 4, 5, 7 OR 8	m	42.400	3,392.00
		19.000	1,520.00
		0.000	0.00

4000 4045.00	6,250.00	0.000	0.00
REMOVE STRUCTURE	EACH	1.000	6,250.00
		1.000	6,250.00
		0.000	0.00

GROUP 4 CULVERTS		Contracted	331,418.95
		Current	415,822.68
		In place	389,288.76
		This Estimate	2,182.25

GROUP 5 SEEDING
0069 0030.50	550.00	1.000	550.00
MOBILIZATION	LS	1.000	550.00
		0.000	0.00
		0.000	0.00

0070 L001.01	1,084.00	48.000	52,032.00
SEEDING, TYPE A	ha	48.000	52,032.00
		0.000	0.00
		0.000	0.00

0071 L001.02	887.00	3.240	2,873.88
SEEDING, TYPE B	ha	3.240	2,873.88
		0.000	0.00
		0.000	0.00

0072 L032.75	61.00	240.000	14,640.00
MULCH	Mg	240.000	14,640.00
		0.000	0.00
		0.000	0.00

GROUP 5 SEEDING		Contracted	70,095.88
		Current	70,095.88
		In place	0.00
		This Estimate	0.00

GROUP 6A BRIDGE AT STA. 1041+66
0094 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

0095 1030.00	13.08	90.000	1,177.20
EARTHWORK MEASURED IN EMBANKMENT	m3	90.000	1,177.20
		60.000	784.80
		60.000	784.80

0096 1043.50	2.39	212.000	506.68
RIPRAP FILTER FABRIC	m2	212.000	506.68
		79.200	189.29
		79.200	189.29

0097 3050.15	261.59	127.200	33,274.25
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	127.200	33,274.25
		0.000	0.00
		0.000	0.00

0098 3051.10	1.43	8,947.000	12,794.21
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,947.000	12,794.21
		0.000	0.00
		0.000	0.00

0099 6000.10	5,000.00	1.000	5,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0100 6000.11	5,000.00	1.000	5,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	5,000.00
		1.000	5,000.00
		0.000	0.00

0101 6001.50	12,000.00	1.000	12,000.00
BENT NO.1 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00

0102 6001.51	12,000.00	1.000	12,000.00
BENT NO.2 EXCAVATION	LS	1.000	12,000.00
		1.000	12,000.00
		0.000	0.00

0103 6005.35	164.13	23.000	3,774.99
PRECOMPRESSED POLYURETHANE FOAM JOINT	m	23.000	3,774.99
		0.000	0.00
		0.000	0.00

0104 6005.78	800.00	12.000	9,600.00
EXPANSION BEARING, TFE TYPE	EACH	12.000	9,600.00
		4.000	3,200.00
		4.000	3,200.00

0105 6005.83	800.00	4.000	3,200.00
FIXED BEARING	EACH	4.000	3,200.00
		4.000	3,200.00
		4.000	3,200.00

0106 6010.22	412.00	151.400	62,376.80
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	151.400	62,376.80
		151.400	62,376.80
		40.500	16,686.00

0107 6010.26	412.00	147.100	60,605.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	147.100	60,605.20
		0.000	0.00
		0.000	0.00

0108 6040.00	50,000.00	1.000	50,000.00
REMOVE STRUCTURE	EACH	1.000	50,000.00
AT STA. 1041+64.45		1.000	50,000.00
		0.000	0.00

0109 6071.11	103,000.00	1.000	103,000.00
STEEL SUPERSTRUCTURE	LS	1.000	103,000.00
AT STA. 1041+66		0.281	28,943.00
		0.281	28,943.00

0110 6080.00	6.06	1,400.000	8,484.00
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	1,400.000	8,484.00
		1,400.000	8,484.00
		818.600	4,960.72

0111 6104.00	16.53	529.000	8,744.37
BROKEN CONCRETE RIPRAP	Mg	529.000	8,744.37
		281.184	4,647.97
		281.184	4,647.97

0112 6131.50	1.43	24,280.000	34,720.40
EPOXY COATED REINFORCING STEEL	kg	24,280.000	34,720.40
		6,410.000	9,166.31
		2,496.000	3,569.28

0113 6210.50	90.22	874.200	78,870.32
PIPE PILING	m	874.200	78,870.32
		886.200	79,952.96
		118.500	10,691.07

0114 6310.00	129.16	246.200	31,799.19
STEEL SHEET PILING	m2	246.200	31,799.19
		246.200	31,799.20
		123.100	15,899.60

0115 8091.00	26.19	210.000	5,499.90
GRANULAR BACKFILL	m3	210.000	5,499.90
		0.000	0.00
		0.000	0.00

GROUP 6A BRIDGE AT STA. 1041+66		Contracted	602,427.51
		Current	602,427.51
		In place	376,744.33
		This Estimate	92,771.73

GROUP 6B BRIDGE AT STA. 2041+72.4
0116 0030.60	10,000.00	1.000	10,000.00
MOBILIZATION	LS	1.000	10,000.00
		1.000	10,000.00
		0.000	0.00

0117 6000.10	2,000.00	1.000	2,000.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00

0118 6000.11	2,000.00	1.000	2,000.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	2,000.00
		1.000	2,000.00
		0.000	0.00

0119 6041.00	15,000.00	1.000	15,000.00
REMOVE DETOUR BRIDGE	EACH	1.000	15,000.00
		0.000	0.00
		0.000	0.00

0120 6052.00	30,000.00	1.000	30,000.00
ERECTING DETOUR BRIDGE	EACH	1.000	30,000.00
AT STA. 2041+72.4		1.000	30,000.00
		0.000	0.00

0121 6210.12	88.58	160.000	14,172.80
HP 250 mm X 62 kg STEEL PILING	m	160.000	14,172.80
		276.700	24,510.09
		0.000	0.00

0122 6510.55	45,000.00	1.000	45,000.00
TEMPORARY BRIDGE SHORING	LS	1.000	45,000.00
		1.000	45,000.00
		0.000	0.00

4001 6210.61	177.16	0.000	0.00
PILE SPLICE	EACH	11.000	1,948.76
		15.000	2,657.40
		4.000	708.64

4005 3050.15	223.668	0.000	0.00
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	10.004	2,237.57
Temporary bridge at Sta. 2041+72.4		10.004	2,237.57
		0.000	0.00

GROUP 6B BRIDGE AT STA. 2041+72.4		Contracted	118,172.80
		Current	122,359.13
		In place	118,405.06
		This Estimate	708.64

GROUP 7 GUARDRAIL
0123 0030.70	756.63	1.000	756.63
MOBILIZATION	LS	1.000	756.63
		1.000	756.63
		0.000	0.00

0124 7011.20	55.00	75.470	4,150.85
W-BEAM GUARDRAIL	m	75.470	4,150.85
		14.000	770.00
		0.000	0.00

0125 7018.01	88.00	34.290	3,017.52
RESET GUARDRAIL	m	34.290	3,017.52
		0.000	0.00
		0.000	0.00

0126 7019.50	12,000.00	1.000	12,000.00
IMPACT ATTENUATOR	EACH	1.000	12,000.00
		0.000	0.00
		0.000	0.00

0127 7020.00	1,825.00	3.000	5,475.00
BRIDGE APPROACH SECTIONS	EACH	3.000	5,475.00
		3.000	5,475.00
		0.000	0.00

0128 7022.00	500.00	1.000	500.00
END ANCHORAGE ASSEMBLY	EACH	1.000	500.00
		1.000	500.00
		0.000	0.00

0129 7024.27	1,550.00	3.000	4,650.00
GUARDRAIL END TREATMENT, TYPE II	EACH	3.000	4,650.00
		3.000	4,650.00
		0.000	0.00

GROUP 7 GUARDRAIL		Contracted	30,550.00
		Current	30,550.00
		In place	12,151.63
		This Estimate	0.00

GROUP 8B ELECTRICAL
0130 0030.81	750.00	1.000	750.00
MOBILIZATION	LS	1.000	750.00
		0.000	0.00
		0.000	0.00

0131 A001.12	250.00	5.000	1,250.00
PULL BOX, TYPE PB-5	EACH	5.000	1,250.00
		0.000	0.00
		0.000	0.00

0132 A009.14	1,780.00	10.000	17,800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25	EACH	10.000	17,800.00
		0.000	0.00
		0.000	0.00

0133 A020.30	1,200.00	2.000	2,400.00
LIGHTING CONTROL CENTER, TYPE R	EACH	2.000	2,400.00
		0.000	0.00
		0.000	0.00

0134 A070.10	5.00	479.000	2,395.00
38 mm CONDUIT IN TRENCH	m	479.000	2,395.00
		0.000	0.00
		0.000	0.00

0135 A074.12	44.00	68.000	2,992.00
38 mm CONDUIT, JACKED	m	68.000	2,992.00
		0.000	0.00
		0.000	0.00

0136 A080.22	1.30	547.000	711.10
STREET LIGHTING CABLE, NO. 6 BARE	m	547.000	711.10
		0.000	0.00
		0.000	0.00

0137 A080.24	1.90	1,094.000	2,078.60
STREET LIGHTING CABLE, NO. 6 USE	m	1,094.000	2,078.60
		0.000	0.00
		0.000	0.00

GROUP 8B ELECTRICAL		Contracted	30,376.70
		Current	30,376.70
		In place	0.00
		This Estimate	0.00

GROUP 9 BITUMINOUS
0138 0030.90	45,400.00	1.000	45,400.00
MOBILIZATION	LS	1.000	45,400.00
		0.000	0.00
		0.000	0.00

0139 2001.00	19.00	218.000	4,142.00
GRAVEL SURFACE COURSE	m3	218.000	4,142.00
		43.264	822.01
		0.000	0.00

0140 2009.10	2,200.00	1.337	2,941.40
GRAVEL EMBEDMENT	StaM	1.337	2,941.40
		0.000	0.00
		0.000	0.00

0141 2020.00	12.21	36.000	439.56
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS	m2	36.000	439.56
		0.000	0.00
		0.000	0.00

0142 2021.00	100.00	1.000	100.00
MAILBOX POST	EACH	1.000	100.00
		0.000	0.00
		0.000	0.00

0143 3011.23	49.50	38.300	1,895.85
CONCRETE CLASS 47B-25 CURB, TYPE 1	m	38.300	1,895.85
		0.000	0.00
		0.000	0.00

0144 4024.55	170.00	3.000	510.00
FLUME SPILLWAY	m	3.000	510.00
		0.000	0.00
		0.000	0.00

0145 4024.70	2,025.00	1.000	2,025.00
CONCRETE FLUME, TYPE I	EACH	1.000	2,025.00
		0.000	0.00
		0.000	0.00

0146 4024.73	2,030.00	5.000	10,150.00
CONCRETE FLUME, TYPE IV	EACH	5.000	10,150.00
		2.000	4,060.00
		2.000	4,060.00

0147 8008.00	33.00	36.000	1,188.00
ARMOR COAT AGGREGATE	m3	0.000	0.00
		58.000	1,914.00
		0.000	0.00

0148 9000.75	25.10	500.000	12,550.00
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE	Mg	500.000	12,550.00
SP1(12.5)		0.000	0.00
		0.000	0.00

0149 9005.00	32.10	250.000	8,025.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	250.000	8,025.00
SP1(12.5)		0.000	0.00
		0.000	0.00

0150 9005.25	26.10	8,860.000	231,246.00
ASPHALTIC CONCRETE, TYPE SP1(12.5)	Mg	8,860.000	231,246.00
		0.000	0.00
		0.000	0.00

0151 9009.00	3.30	1,828.000	6,032.40
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS	m2	1,828.000	6,032.40
		0.000	0.00
		0.000	0.00

0152 9020.91	172.00	27.000	4,644.00
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING	Mg	27.000	4,644.00
		0.000	0.00
		0.000	0.00

0153 9021.01	172.00	491.940	84,613.68
PERFORMANCE GRADED BINDER (64-22)	Mg	491.940	84,613.68
		0.000	0.00
		0.000	0.00

0154 9030.00	7.20	414.000	2,980.80
CONSTRUCTING ASPHALTIC CONCRETE CURB	m	414.000	2,980.80
		0.000	0.00
		0.000	0.00

0155 9034.00	1.85	1,004.000	1,857.40
PREPARATION OF INTERSECTIONS AND DRIVEWAYS	m2	1,004.000	1,857.40
		0.000	0.00
		0.000	0.00

0156 9052.03	0.40	4,700.000	1,880.00
ARMOR COAT EMULSIFIED ASPHALT	L	1,020.000	408.00
		9,020.000	3,608.00
		0.000	0.00

0157 9053.00	0.32	32,473.000	10,391.36
TACK COAT	L	32,473.000	10,391.36
		0.000	0.00
		0.000	0.00

0158 9053.20	0.20	9,659.000	1,931.80
FOG SEAL	L	2,859.000	571.80
		16,859.000	3,371.80
		0.000	0.00

0159 9111.00	3.00	305.000	915.00
WATER	kL	353.000	1,059.00
		0.000	0.00
		0.000	0.00

0160 9170.00	135.00	100.912	13,623.12
EARTH SHOULDER CONSTRUCTION	StaM	108.872	14,697.72
		0.000	0.00
		0.000	0.00

0161 9173.00	385.00	8.240	3,172.40
SUBGRADE PREPARATION	StaM	12.220	4,704.70
		0.000	0.00
		0.000	0.00

0162 9173.15	29.00	21.322	618.34
TRENCHED WIDENING	StaM	21.322	618.34
		0.000	0.00
		0.000	0.00

0163 9179.23	400.00	41.216	16,486.40
COLD MILLING, CLASS 3	StaM	41.216	16,486.40
		0.000	0.00
		0.000	0.00

0164 9188.01	4.53	3,917.000	17,744.01
BITUMINOUS SURFACE COURSE	m2	1,797.000	8,140.41
		6,797.000	30,790.41
		0.000	0.00

0165 9188.50	24.55	215.000	5,278.25
SURFACING UNDER GUARDRAIL	m2	215.000	5,278.25
		0.000	0.00
		0.000	0.00

0166 9300.52	3,500.00	1.000	3,500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D	LS	1.000	3,500.00
		0.000	0.00
		0.000	0.00

0167 P402.15	57.50	119.800	6,888.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6	m	119.800	6,888.50
		23.300	1,339.75
		23.300	1,339.75

4006 9000.01	42.656	0.000	0.00
ASPHALTIC CONCRETE	Mg	1,814.400	77,395.05
		0.000	0.00
		0.000	0.00

GROUP 9 BITUMINOUS		Contracted	503,170.27
		Current	569,692.61
		In place	45,905.97
		This Estimate	5,399.75

GROUP 10 GENERAL ITEMS
0168 0001.08	0.50	12,875.000	6,437.50
BARRICADE, TYPE II	BDAY	12,875.000	6,437.50
		3,095.000	1,547.50
		630.000	315.00

0169 0001.10	1.00	3,920.000	3,920.00
BARRICADE, TYPE III	BDAY	3,920.000	3,920.00
		2,321.000	2,321.00
		252.000	252.00

0170 0001.75	10.00	200.000	2,000.00
TEMPORARY SIGN DAY	EACH	200.000	2,000.00
		1.000	10.00
		0.000	0.00

0171 0001.90	0.45	8,694.000	3,912.30
SIGN DAY	EACH	8,694.000	3,912.30
		12,323.000	5,545.35
		1,406.000	632.70

0172 0001.98	0.70	720.000	504.00
CONTRACTOR FURNISHED SIGN	EACH	720.000	504.00
		619.000	433.30
		126.000	88.20

0173 0002.30	1.00	900.000	900.00
PAVEMENT MARKING REMOVAL	m	900.000	900.00
		818.000	818.00
		0.000	0.00

0174 0002.39	2.90	1,500.000	4,350.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	1,500.000	4,350.00
		2,903.000	8,418.70
		0.000	0.00

0175 0002.47	1.30	800.000	1,040.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	800.000	1,040.00
		0.000	0.00
		0.000	0.00

0176 0002.55	21.50	134.760	2,897.34
OVERLAY BROKEN LINES	StaM	134.760	2,897.34
		0.000	0.00
		0.000	0.00

0177 0002.60	23.50	269.520	6,333.72
OVERLAY SOLID LINES	StaM	269.520	6,333.72
		0.000	0.00
		0.000	0.00

0178 0003.10	200.00	40.000	8,000.00
FLAGGING	DAY	40.000	8,000.00
		3.000	600.00
		0.000	0.00

0179 0003.20	300.00	20.000	6,000.00
FURNISHING AND OPERATING PILOT VEHICLE	DAY	20.000	6,000.00
		0.000	0.00
		0.000	0.00

0180 0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		1.000	3,000.00
		0.000	0.00

0181 0030.00	5,500.00	1.000	5,500.00
MOBILIZATION	LS	1.000	5,500.00
		1.000	5,500.00
		0.000	0.00

0182 9110.01	45.00	60.000	2,700.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	60.000	2,700.00
		4.000	180.00
		0.000	0.00

0183 9110.02	40.00	20.000	800.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	20.000	800.00
		0.000	0.00
		0.000	0.00

0184 9110.03	40.00	60.000	2,400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	60.000	2,400.00
		0.000	0.00
		0.000	0.00

0185 9110.06	40.00	40.000	1,600.00
RENTAL OF BACKHOE, FULLY OPERATED	HOUR	40.000	1,600.00
		26.000	1,040.00
		0.000	0.00

0186 9110.07	30.00	60.000	1,800.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	60.000	1,800.00
		3.000	90.00
		0.000	0.00

GROUP 10 GENERAL ITEMS		Contracted	64,094.86
		Current	64,094.86
		In place	29,503.85
		This Estimate	1,287.90

Totals for contract		Contracted	2,308,111.47
		Current	2,493,995.47
		In place	1,187,164.83
		This Estimate	80,976.69