Return to District Map

	Nebraska Department of Roads
	Estimate Summary to Contractor
Vendor ID:	0013 DIAMOND ENGINEERING COMPANY/ THE
Contract ID:	4916X
Estimate Number:	0001
Pay Period End Date:	04.04.2003

Contract Location:
FULLERTON SOUTH	Estimate Type:	PROG
Contractor:
DIAMOND ENGINEERING COMPANY/ THE	Date Let:	11.14.2002
1521 W ANNA	Date Awarded:	11.21.2002
PO BOX 1327	Date Contract Executed:	12.04.2002
	Date Notice to Proceed:	12.04.2002
GRAND ISLAND NE 68802	Date Work Began:	03.17.2003
Phone:	Date Physical Work Completed:
(308)382-8362	Date Accepted:
Escrow Agent:
Surety Co:
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA

Counties
MERRICK
NANCE

Project Number		PCT			Fed State Project Number		Description
41916 000		0.000			EACSTPD-EACBR-14-2(122)		GR BR GDRL BIT

		Total to Date	Prev to Date	This Estimate
Current Contract Amt	Total Earnings	$151,925.01	$.00	$151,925.01
$1,067,266.84	Stockpiled Materials	$.00	$.00	$.00
Original Contract Amt	Gross Earnings	$151,925.01	$.00	$151,925.01
$1,067,266.84	Retainage	$-1,519.25	$.00	$-1,519.25
	Escrow Amount	$.00	$.00	$.00
Percent Complete	Securities Encumbered	$.00	$.00	$.00
14.23%	Net Earnings	$150,405.76	$.00	$150,405.76
	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	$924.78	$.00	$924.78
	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	$924.78	$.00	$924.78
	Payment	$151,330.54	$.00	$151,330.54
Project Manager			Div. Head/Dist. Eng.
Griepenstroh, Scott	04.07.2003		Meyer, Keith	04.09.2003
Constr. Estimate Eng.			Materials Eng.
Bartos, Steve	04.10.2003
Controller Div. Processed
Burling, Laurie	04.10.2003

		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	19,300.00	1.000	19,300.00
MOBILIZATION	LS	1.000	19,300.00
		1.000	19,300.00
		1.000	19,300.00
0002                          1000.00	350.00	1.000	350.00
LARGE TREE REMOVAL	EACH	1.000	350.00
		1.000	350.00
		1.000	350.00
0003                          1009.00	1,300.00	1.000	1,300.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,300.00
AT STA. 155+32.5		1.000	1,300.00
		1.000	1,300.00
0004                          1009.01	1,500.00	1.000	1,500.00
GENERAL CLEARING AND GRUBBING	LS	1.000	1,500.00
AT STA. 246+97.5		1.000	1,500.00
		1.000	1,500.00
0005                          1010.01	5.25	6,300.000	33,075.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	6,300.000	33,075.00
		0.000	0.00
		0.000	0.00
0006                          1011.00	4.00	522.000	2,088.00
WATER	kL	522.000	2,088.00
		0.000	0.00
		0.000	0.00
0007                          1012.00	60.00	12.000	720.00
RIGHT-OF-WAY MARKERS	EACH	12.000	720.00
		9.000	540.00
		9.000	540.00
0008                          1030.00	9.01	10,427.000	93,947.27
EARTHWORK MEASURED IN EMBANKMENT	m3	10,427.000	93,947.27
		9,741.000	87,766.41
		9,741.000	87,766.41
0009                          1101.00	4.70	502.700	2,362.69
REMOVE PAVEMENT	m2	502.700	2,362.69
		0.000	0.00
		0.000	0.00
0010                          4350.36	84.00	11.000	924.00
900 mm CORRUGATED METAL PIPE	m	11.000	924.00
		15.850	1,331.40
		15.850	1,331.40
0011                          4350.54	160.00	141.000	22,560.00
1350 mm CORRUGATED METAL PIPE	m	141.000	22,560.00
		246.870	39,499.20
		246.870	39,499.20
0012                          7017.00	6.50	182.000	1,183.00
REMOVE GUARDRAIL	m	182.000	1,183.00
		0.000	0.00
		0.000	0.00
0013                          L006.50	9,000.00	0.350	3,150.00
TEMPORARY SEEDING	ha	0.350	3,150.00
		0.000	0.00
		0.000	0.00
0014                          L020.00	1.47	8,500.000	12,495.00
EROSION CONTROL	m2	8,500.000	12,495.00
		0.000	0.00
		0.000	0.00
0015                          L022.25	7.50	555.000	4,162.50
FABRIC SILT FENCE, TYPE COIR FIBER	m	555.000	4,162.50
		0.000	0.00
		0.000	0.00
GROUP 1 GRADING		Contracted	199,117.46
		Current	199,117.46
		In place	151,587.01
		This Estimate	151,587.01
GROUP 6 BRIDGE AT STA. 155+32.5
0016                          0030.60	6,700.00	1.000	6,700.00
MOBILIZATION	LS	1.000	6,700.00
		0.000	0.00
		0.000	0.00
0017                          1010.01	5.20	215.000	1,118.00
EXCAVATION (ESTABLISHED QUANTITY)	m3	215.000	1,118.00
		0.000	0.00
		0.000	0.00
0018                          1043.50	3.50	76.000	266.00
RIPRAP FILTER FABRIC	m2	76.000	266.00
		0.000	0.00
		0.000	0.00
0019                          3050.15	262.00	131.400	34,426.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	131.400	34,426.80
		0.000	0.00
		0.000	0.00
0020                          3051.10	1.20	8,350.000	10,020.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,350.000	10,020.00
		0.000	0.00
		0.000	0.00
0021                          6000.10	1,850.00	1.000	1,850.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,850.00
		0.000	0.00
		0.000	0.00
0022                          6000.11	1,850.00	1.000	1,850.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,850.00
		0.000	0.00
		0.000	0.00
0023                          6001.50	8,150.00	1.000	8,150.00
BENT NO.1 EXCAVATION	LS	1.000	8,150.00
		0.000	0.00
		0.000	0.00
0024                          6001.51	8,150.00	1.000	8,150.00
BENT NO.2 EXCAVATION	LS	1.000	8,150.00
		0.000	0.00
		0.000	0.00
0025                          6005.60	86.00	108.000	9,288.00
ELASTOMERIC BEARING	EACH	108.000	9,288.00
		0.000	0.00
		0.000	0.00
0026                          6010.22	371.50	135.500	50,338.25
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	135.500	50,338.25
		0.000	0.00
		0.000	0.00
0027                          6010.26	406.70	95.600	38,880.52
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	95.600	38,880.52
		0.000	0.00
		0.000	0.00
0028                          6011.11	116,500.00	1.000	116,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	116,500.00
AT STA. 155+32.5		0.000	0.00
		0.000	0.00
0029                          6040.00	4,700.00	1.000	4,700.00
REMOVE STRUCTURE	EACH	1.000	4,700.00
AT STA. 155+32.5		0.000	0.00
		0.000	0.00
0030                          6080.00	3.13	338.900	1,060.76
STRUCTURAL STEEL FOR SUBSTRUCTURE	kg	338.900	1,060.76
		0.000	0.00
		0.000	0.00
0031                          6104.00	7.50	215.000	1,612.50
BROKEN CONCRETE RIPRAP	Mg	215.000	1,612.50
		0.000	0.00
		0.000	0.00
0032                          6105.02	40.50	175.000	7,087.50
ROCK RIPRAP, TYPE B	Mg	175.000	7,087.50
		0.000	0.00
		0.000	0.00
0033                          6131.50	1.20	17,116.000	20,539.20
EPOXY COATED REINFORCING STEEL	kg	17,116.000	20,539.20
		0.000	0.00
		0.000	0.00
0034                          6139.50	34.00	44.000	1,496.00
SUBSURFACE DRAINAGE MATTING	m2	44.000	1,496.00
		0.000	0.00
		0.000	0.00
0035                          6210.12	47.50	844.300	40,104.25
HP 250 mm X 62 kg STEEL PILING	m	844.300	40,104.25
		0.000	0.00
		0.000	0.00
0036                          6310.00	133.15	479.800	63,885.37
STEEL SHEET PILING	m2	479.800	63,885.37
		0.000	0.00
		0.000	0.00
0037                          8091.00	32.00	105.000	3,360.00
GRANULAR BACKFILL	m3	105.000	3,360.00
		0.000	0.00
		0.000	0.00
GROUP 6 BRIDGE AT STA. 155+32.5		Contracted	431,383.15
		Current	431,383.15
		In place	0.00
		This Estimate	0.00
GROUP 6A BRIDGE AT STA. 246+83.5
0038                          0030.60	4,000.00	1.000	4,000.00
MOBILIZATION	LS	1.000	4,000.00
		0.000	0.00
		0.000	0.00
0039                          1043.50	3.50	76.000	266.00
RIPRAP FILTER FABRIC	m2	76.000	266.00
		0.000	0.00
		0.000	0.00
0040                          3050.15	262.00	131.400	34,426.80
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30	m3	131.400	34,426.80
		0.000	0.00
		0.000	0.00
0041                          3051.10	1.20	8,350.000	10,020.00
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES	kg	8,350.000	10,020.00
		0.000	0.00
		0.000	0.00
0042                          6000.10	1,850.00	1.000	1,850.00
ABUTMENT NO.1 EXCAVATION	LS	1.000	1,850.00
		0.000	0.00
		0.000	0.00
0043                          6000.11	1,850.00	1.000	1,850.00
ABUTMENT NO.2 EXCAVATION	LS	1.000	1,850.00
		0.000	0.00
		0.000	0.00
0044                          6005.60	148.00	38.000	5,624.00
ELASTOMERIC BEARING	EACH	38.000	5,624.00
		0.000	0.00
		0.000	0.00
0045                          6010.22	381.50	53.100	20,257.65
CLASS 47B-20 CONCRETE FOR BRIDGE	m3	53.100	20,257.65
		0.000	0.00
		0.000	0.00
0046                          6010.26	389.00	42.800	16,649.20
CLASS 47BD-30 CONCRETE FOR BRIDGE	m3	42.800	16,649.20
		0.000	0.00
		0.000	0.00
0047                          6011.11	55,500.00	1.000	55,500.00
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE	LS	1.000	55,500.00
AT STA. 246+83.5		0.000	0.00
		0.000	0.00
0048                          6040.01	3,000.00	1.000	3,000.00
REMOVE STRUCTURE	EACH	1.000	3,000.00
AT STA. 246+83.5		0.000	0.00
		0.000	0.00
0049                          6104.00	8.00	31.000	248.00
BROKEN CONCRETE RIPRAP	Mg	31.000	248.00
		0.000	0.00
		0.000	0.00
0050                          6131.50	1.20	6,714.000	8,056.80
EPOXY COATED REINFORCING STEEL	kg	6,714.000	8,056.80
		0.000	0.00
		0.000	0.00
0051                          6139.50	35.00	42.000	1,470.00
SUBSURFACE DRAINAGE MATTING	m2	42.000	1,470.00
		0.000	0.00
		0.000	0.00
0052                          6210.12	50.00	366.000	18,300.00
HP 250 mm X 62 kg STEEL PILING	m	366.000	18,300.00
		0.000	0.00
		0.000	0.00
0053                          6310.00	143.00	340.800	48,734.40
STEEL SHEET PILING	m2	340.800	48,734.40
		0.000	0.00
		0.000	0.00
0054                          8091.00	32.00	100.000	3,200.00
GRANULAR BACKFILL	m3	100.000	3,200.00
		0.000	0.00
		0.000	0.00
GROUP 6A BRIDGE AT STA. 246+83.5		Contracted	233,452.85
		Current	233,452.85
		In place	0.00
		This Estimate	0.00
GROUP 7 GUARDRAIL
0055                          0030.70	117.18	1.000	117.18
MOBILIZATION	LS	1.000	117.18
		0.000	0.00
		0.000	0.00
0056                          7011.20	39.00	112.380	4,382.82
W-BEAM GUARDRAIL	m	112.380	4,382.82
		0.000	0.00
		0.000	0.00
0057                          7020.00	2,500.00	8.000	20,000.00
BRIDGE APPROACH SECTIONS	EACH	8.000	20,000.00
		0.000	0.00
		0.000	0.00
0058                          7024.27	1,500.00	8.000	12,000.00
GUARDRAIL END TREATMENT, TYPE II	EACH	8.000	12,000.00
		0.000	0.00
		0.000	0.00
GROUP 7 GUARDRAIL		Contracted	36,500.00
		Current	36,500.00
		In place	0.00
		This Estimate	0.00
GROUP 9 BITUMINOUS
0059                          0030.90	13,900.00	1.000	13,900.00
MOBILIZATION	LS	1.000	13,900.00
		0.000	0.00
		0.000	0.00
0060                          9005.00	46.23	170.000	7,859.10
ASPHALTIC CONCRETE FOR PATCHING, TYPE	Mg	170.000	7,859.10
SP3(12.5)		0.000	0.00
		0.000	0.00
0061                          9005.35	37.27	1,750.000	65,222.50
ASPHALTIC CONCRETE, TYPE SP3(12.5)	Mg	1,750.000	65,222.50
		0.000	0.00
		0.000	0.00
0062                          9021.01	198.00	103.680	20,528.64
PERFORMANCE GRADED BINDER (64-22)	Mg	103.680	20,528.64
		0.000	0.00
		0.000	0.00
0063                          9053.00	0.35	1,190.000	416.50
TACK COAT	L	1,190.000	416.50
		0.000	0.00
		0.000	0.00
0064                          9111.00	3.25	104.000	338.00
WATER	kL	104.000	338.00
		0.000	0.00
		0.000	0.00
0065                          9170.00	290.00	11.560	3,352.40
EARTH SHOULDER CONSTRUCTION	StaM	11.560	3,352.40
		0.000	0.00
		0.000	0.00
0066                          9173.00	398.00	5.780	2,300.44
SUBGRADE PREPARATION	StaM	5.780	2,300.44
		0.000	0.00
		0.000	0.00
0067                          9188.50	21.20	690.000	14,628.00
SURFACING UNDER GUARDRAIL	m2	690.000	14,628.00
		0.000	0.00
		0.000	0.00
GROUP 9 BITUMINOUS		Contracted	128,545.58
		Current	128,545.58
		In place	0.00
		This Estimate	0.00
GROUP 10 GENERAL ITEMS
0068                          0001.08	0.50	3,024.000	1,512.00
BARRICADE, TYPE II	BDAY	3,024.000	1,512.00
		0.000	0.00
		0.000	0.00
0069                          0001.10	2.00	1,840.000	3,680.00
BARRICADE, TYPE III	BDAY	1,840.000	3,680.00
		52.000	104.00
		52.000	104.00
0070                          0001.75	2.00	180.000	360.00
TEMPORARY SIGN DAY	EACH	180.000	360.00
		0.000	0.00
		0.000	0.00
0071                          0001.90	0.50	7,920.000	3,960.00
SIGN DAY	EACH	7,920.000	3,960.00
		468.000	234.00
		468.000	234.00
0072                          0002.30	0.82	1,390.000	1,139.80
PAVEMENT MARKING REMOVAL	m	1,390.000	1,139.80
		0.000	0.00
		0.000	0.00
0073                          0002.39	1.98	3,900.000	7,722.00
TEMPORARY PAVEMENT MARKING, TYPE II	m	3,900.000	7,722.00
		0.000	0.00
		0.000	0.00
0074                          0002.47	0.82	1,700.000	1,394.00
TEMPORARY PAVEMENT MARKING SURFACE PREPARATION	m	1,700.000	1,394.00
		0.000	0.00
		0.000	0.00
0075                          0003.10	190.00	20.000	3,800.00
FLAGGING	DAY	20.000	3,800.00
		0.000	0.00
		0.000	0.00
0076                          0010.04	3,000.00	1.000	3,000.00
FIELD OFFICE	EACH	1.000	3,000.00
		0.000	0.00
		0.000	0.00
0077                          0030.00	9,000.00	1.000	9,000.00
MOBILIZATION	LS	1.000	9,000.00
		0.000	0.00
		0.000	0.00
0078                          9110.01	75.00	10.000	750.00
RENTAL OF LOADER, FULLY OPERATED	HOUR	10.000	750.00
		0.000	0.00
		0.000	0.00
0079                          9110.02	90.00	10.000	900.00
RENTAL OF MOTOR GRADER, FULLY OPERATED	HOUR	10.000	900.00
		0.000	0.00
		0.000	0.00
0080                          9110.03	60.00	10.000	600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED	HOUR	10.000	600.00
		0.000	0.00
		0.000	0.00
0081                          9110.07	45.00	10.000	450.00
RENTAL OF SKID LOADER, FULLY OPERATED	HOUR	10.000	450.00
		0.000	0.00
		0.000	0.00
GROUP 10 GENERAL ITEMS		Contracted	38,267.80
		Current	38,267.80
		In place	338.00
		This Estimate	338.00
Totals for contract		Contracted	1,067,266.84
		Current	1,067,266.84
		In place	151,925.01
		This Estimate	151,925.01