181001-01947_EST

Report_Id: 181001 Est NO 0085

Date:02/19/2024

COMMONWEALTH OF KENTUCKY

TRANSPORTATION CABINET

Contract ID	181001		Estimate Number	0085	Estimate Type	PROGRESS
District Office	SOMERSET (08340) Richardson, Jessica D

Contractor	L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION			ADDR SN 0 VC Code KY0033290
	3009 ATKINSON AVENUE
	SUITE 400
	LEXINGTON , KY , 40509
Pay Period	01/01/2024 TO 01/26/2024
Date Approved		02/05/2024
Primary Proj Number	DE10200751801
Project No.	NHPP IM 0752 (098), NHPP IM 0752 (095)
Primary County	ROCKCASTLE
Name of Road	I-75
Description	WIDEN I-75 TO 6 LANES FROM 1 MILE NORTH OF SAND HILL ROAD UN DERPASS NORTH TO 1.1 MILES NORTH OF THE US-25 INTERCHANGE AT



Date Let		01/26/2018		Formal Acceptance
Date Awarded		02/05/2018		Date Work Began		02/16/2018
Date Contract Executed		02/13/2018		Open To Traffic
Date NTP Issued		02/13/2018		Actual Completion Date		01/11/2021

Current Contract Amount	$86,831,331.55		Total to Date	Prev to Date	This Estimate
Original Amount	$80,950,003.35	Total Earnings	$85,266,074.12	$84,838,493.12	$427,581.00
Percent Complete	98.37	Stockpiled Materials	$150,756.48	$150,756.48	$0.00
Funds Available	$1,414,500.95	Gross Earnings	$85,416,830.60	$84,989,249.60	$427,581.00
Total Change Orders	$5,881,328.20	Other Adjustments	$0.00	$0.00	$0.00
		TOTAL	$85,416,830.60	$84,989,249.60	$427,581.00

Contract Id	181001	Change Order Summary				County	ROCKCASTLE
Estimate Nbr	0085					Project Number	NHPP IM 0752 (098), NHPP IM 0752 (095)
Contractor	L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION					Period	01/01/2024 TO 01/26/2024


CHANGE ORDERS HISTORY
CHANGE ORDER NBR	DESCRIPTION		STATUS	APPROVAL DATE	TOTAL CO AMOUNT		CONTRACT TIME ADJUSTED
002	Liquidated Damages Override		Approved	03/09/2018	$0.00		0.0
003	Change from cement to rock roadbed stabilization		Approved	07/12/2018	$-20,485.85		0.0
004	Value Engineering Change for Crushed Stone Base Modified		Approved	07/18/2018	$-325,591.84		0.0
005	Price reduction for Project Traffic Coordinator		Approved	07/27/2018	$-200,000.00		0.0
006	Mass Concrete & additions to Incident Management System		Approved	04/24/2019	$40,136.76		0.0
007	Extra work near CSX tunnel		Approved	10/23/2019	$629,817.52		0.0
008	Extra Work for Slide Mitigation - southbound side		Approved	06/03/2019	$1,764,906.00		0.0
009	Idle equipment cost due to Rail Road tunnel delays		Approved	10/24/2019	$171,553.20		0.0
010	Incentive Payment for Early Completion of 8-6.20		Approved	01/09/2020	$500,000.00		0.0
011	Waterblasting Stripe		Approved	07/28/2020	$22,613.00		0.0
012	Lot Pay Adjustment Override		Approved	02/13/2020	$0.01		0.0
013	Exploration and edgedrain inspection for base failure area		Approved	09/29/2020	$16,590.00		0.0
014	Dam Mitigation		Approved	11/29/2021	$1,499,371.31		102.0
015	Non-Spec Material Override		Approved	05/04/2022	$0.00		0.0
016	Additional Roadway Excavation, Granular Embankment, etc.		Approved	07/21/2023	$1,782,418.09		0.0

CONTRACT ADJUSTMENTS HISTORY

Contract Adjustments
Adjustment Description	Est No	Adjustment Amount

Line Item Adjustments History
PROJECT	ITEM NBR	DESCRPITION	TYPE	EST NO	ADJ QUANTITY	UNIT PRICE	ADJUSTED AMOUNT

Contract Id	181001	COMMONWEALTH OF KENTUCKY	County	ROCKCASTLE
Contract Type	GDSB GRADE, DRAIN & SURFACE WITH BRIDGE	TRANSPORTATION CABINET	Primary Project Number	DE10200751801
Estimate Nbr	0085		Period	01/01/2024 TO 01/26/2024
Contractor	L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION

Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0001 ROADWAY
LINE ITEM NUMBER	ITEM DESCRIPTION	ITEM NO.	UNIT	PLAN QTY	CURRENT QUANTITY	QUANTITY PAID THIS EST	QUANTITY PAID PREV. EST	QUANTITY PAID TO DATE	UNIT PRICE	AMOUNT PAID THIS EST	AMOUNT PAID TO DATE
0005	CRUSHED AGGREGATE SIZE NO 2	00078	TON	24,444.00	60.000		2,213.930	2,213.930	29.00		64,203.97
0010	PERFORATED PIPE-4 IN	01000	LF	1,000.00	1,000.000		0.000	0.000	4.85		0.00
0015	PERFORATED PIPE-6 IN	01001	LF	1,432.00	1,432.000		1,866.000	1,866.000	6.45		12,035.70
0020	NON-PERFORATED PIPE-4 IN	01010	LF	250.00	310.000		97.000	97.000	18.00		1,746.00
0025	INSPECT & CERTIFY EDGE DRAIN SYSTEM 8-6.10	01015	LS	1.00	1.000		1.000	1.000	7,500.00		7,500.00
0030	SPECIAL HEADER CURB	01877	LF	1,198.00	1,198.000		1,575.000	1,575.000	14.00		22,050.00
0035	ISLAND HEADER CURB TYPE 2	01891	LF	25.00	25.000		25.000	25.000	100.00		2,500.00
0040	DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE	01982	EACH	473.00	473.000		363.000	363.000	8.00		2,904.00
0045	DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW	01983	EACH	11.00	11.000		13.000	13.000	8.00		104.00
0050	DELINEATOR FOR BARRIER - WHITE	01984	EACH	10.00	10.000		0.000	0.000	5.25		0.00
0055	DELINEATOR FOR BARRIER - YELLOW	01985	EACH	1,022.00	1,022.000		542.000	542.000	5.25		2,845.50
0060	RELOCATE TEMP CONC BARRIER	02003	LF	70,115.00	70,115.000		101,813.000	101,813.000	4.50		458,158.50
0065	BARRICADE-TYPE III	02014	EACH	16.00	16.000		16.000	16.000	300.00		4,800.00
0070	JPC PAVEMENT-8 IN SHLD	02081	SQYD	340.00	340.000		0.000	0.000	25.00		0.00
0075	TEMP DITCH	02159	LF	25,200.00	25,200.000		247.000	247.000	0.01		2.47
0080	CLEAN TEMP DITCH	02160	LF	25,200.00	25,200.000		0.000	0.000	0.01		0.00
0085	REMOVE PAVED DITCH	02165	SQYD	640.00	640.000		136.000	136.000	12.01		1,633.36
0090	ROADWAY EXCAVATION	02200	CUYD	574,566.00	656,915.700		656,915.700	656,915.700	9.70		6,372,082.29
0095	GRANULAR EMBANKMENT	02223	CUYD	1,200.00	1,200.000		0.000	0.000	16.00		0.00
0100	DITCHING	02237	LF	25,200.00	25,200.000		2,087.700	2,087.700	0.13		271.40
0105	FENCE-WOVEN WIRE TYPE 1	02262	LF	5,000.00	5,000.000		3,377.000	3,377.000	7.00		23,639.00
0110	GUARDRAIL-STEEL W BEAM-S FACE	02351	LF	2,700.00	2,700.000		4,537.500	4,537.500	14.00		63,525.00
0115	GUARDRAIL-STEEL W BEAM-D FACE	02352	LF	137.50	137.500		0.000	0.000	26.00		0.00
0120	GUARDRAIL TERMINAL SECTION NO 1	02360	EACH	1.00	1.000		2.000	2.000	40.00		80.00
0125	GUARDRAIL CONNECTOR TO BRIDGE END TY A	02363	EACH	2.00	2.000		2.000	2.000	2,400.00		4,800.00
0130	GUARDRAIL TERMINAL SECTION NO 3	02366	EACH	1.00	1.000		0.000	0.000	800.00		0.00
0135	GUARDRAIL END TREATMENT TYPE 1	02367	EACH	13.00	13.000		79.000	79.000	2,100.00		165,900.00
0140	GUARDRAIL END TREATMENT TYPE 2A	02369	EACH	19.00	19.000		25.000	25.000	625.00		15,625.00
0145	GUARDRAIL END TREATMENT TYPE 3	02373	EACH	1.00	1.000		0.000	0.000	800.00		0.00
0150	REMOVE GUARDRAIL	02381	LF	30,855.00	30,855.000		22,600.000	22,600.000	1.25		28,250.00
0155	GUARDRAIL CONNECTOR TO BRIDGE END TY A-1	02387	EACH	2.00	2.000		2.000	2.000	250.00		500.00
0160	GUARDRAIL END TREATMENT TYPE 4A	02391	EACH	1.00	1.000		0.000	0.000	1,800.00		0.00
0165	CHANNEL LINING CLASS II	02483	TON	7,263.90	7,263.900		4,016.940	4,016.940	25.25		101,427.73
0170	CHANNEL LINING CLASS III	02484	TON	1,926.40	1,926.400		5,480.160	5,480.160	27.90		152,896.46
0175	CLEARING AND GRUBBING 96 ACRES- 8-6.10	02545	LS	1.00	1.000		1.000	1.000	100,000.00		100,000.00
0180	TEMPORARY SIGNS	02562	SQFT	1,669.00	1,669.000		1,425.000	1,425.000	8.00		11,400.00
0185	EDGE KEY	02585	LF	81.00	81.000		76.000	76.000	65.00		4,940.00
0190	FABRIC-GEOTEXTILE TYPE I	02596	SQYD	1,817.00	1,817.000		0.000	0.000	1.10		0.00
0195	FABRIC-GEOTEXTILE TYPE IV	02599	SQYD	84,732.00	50,000.000		58,180.240	58,180.240	1.30		75,634.31
0200	MAINTAIN & CONTROL TRAFFIC 8-6.10	02650	LS	1.00	0.000		0.000	0.000	375,000.00		0.00
0205	PORTABLE CHANGEABLE MESSAGE SIGN	02671	EACH	10.00	10.000		6.000	6.000	15,000.00		90,000.00
0215	SAFELOADING	02690	CUYD	21.50	21.500		38.500	38.500	180.00		6,930.00
0220	SHOULDER RUMBLE STRIPS	02696	LF	112,618.00	112,618.000	1,660.000	108,822.000	110,482.000	0.11	182.60	12,153.02
0225	TEMP SILT FENCE	02701	LF	25,200.00	25,200.000		585.000	585.000	3.00		1,755.00
0230	SILT TRAP TYPE A	02703	EACH	260.00	260.000		1.000	1.000	100.00		100.00
0235	SILT TRAP TYPE B	02704	EACH	260.00	260.000		94.000	94.000	100.00		9,400.00
0240	CLEAN SILT TRAP TYPE A	02706	EACH	520.00	520.000		1.000	1.000	10.00		10.00
0245	CLEAN SILT TRAP TYPE B	02707	EACH	520.00	520.000		3.000	3.000	10.00		30.00
0250	STAKING 8-6.10	02726	LS	1.00	1.000		1.000	1.000	70,000.00		70,000.00
0255	REMOVE STRUCTURE US-25 BRIDGE- 8-6.10	02731	LS	1.00	1.000		1.000	1.000	195,000.00		195,000.00
0260	ARROW PANEL	02775	EACH	6.00	6.000		2.000	2.000	1,500.00		3,000.00
0265	RELOCATE CRASH CUSHION	02898	EACH	8.00	8.000		13.000	13.000	2,200.00		28,600.00
0270	CONCRETE BARRIER WALL TYPE 9T	03171	LF	56,800.00	56,800.000		39,100.000	39,100.000	16.00		625,600.00
0275	TUBULAR MARKERS	03225	EACH	150.00	150.000		379.000	379.000	50.00		18,950.00
0280	EROSION CONTROL BLANKET	05950	SQYD	6,822.00	6,822.000		104,966.498	104,966.498	1.00		104,966.49
0285	TEMP MULCH	05952	SQYD	358,160.00	358,160.000		5,805.500	5,805.500	0.08		464.44
0290	FERTILIZER 10-10-10	05961	TON	65.00	65.000		0.000	0.000	625.00		0.00
0295	INITIAL FERTILIZER	05963	TON	40.00	40.000		8.125	8.125	625.00		5,078.12
0300	SEEDING AND PROTECTION	05985	SQYD	358,160.00	358,160.000		171,880.379	171,880.379	0.33		56,720.52
0305	AGRICULTURAL LIMESTONE	05992	TON	780.00	780.000		0.000	0.000	65.00		0.00
0310	FLEXIBLE DELINEATOR POST-M/W	06401	EACH	712.00	712.000		0.000	0.000	28.00		0.00
0315	FLEXIBLE DELINEATOR POST-M/Y	06404	EACH	72.00	72.000		0.000	0.000	28.00		0.00
0320	PAVE STRIPING-TEMP PAINT-4 IN	06510	LF	6,000.00	6,000.000		64,819.750	64,819.750	0.18		11,667.55
0325	PAVE STRIPING-TEMP PAINT-6 IN	06511	LF	606,204.00	606,204.000		717,743.000	717,743.000	0.18		129,193.74
0330	PAVE STRIPING-PERM PAINT-4 IN	06514	LF	10,470.00	10,470.000		0.000	0.000	0.22		0.00
0335	PAVE STRIPING-THERMO-6 IN W	06542	LF	81,513.00	81,513.000		82,318.000	82,318.000	0.62		51,037.16
0340	PAVE STRIPING-THERMO-6 IN Y	06543	LF	54,794.00	54,794.000		59,366.000	59,366.000	0.62		36,806.92
0345	PAVE STRIPING-THERMO-12 IN W	06546	LF	3,832.00	3,832.000		4,063.000	4,063.000	1.30		5,281.90
0350	PAVE STRIPING-TEMP REM TAPE-B	06549	LF	20,000.00	20,000.000		0.000	0.000	2.00		0.00
0355	PAVE STRIPING-TEMP REM TAPE-W	06550	LF	20,000.00	20,000.000		2,776.000	2,776.000	1.75		4,858.00
0360	PAVE STRIPING-TEMP REM TAPE-Y	06551	LF	20,000.00	20,000.000		749.000	749.000	1.75		1,310.75
0365	PAVE STRIPING-DUR TY 1-6 IN W	06556	LF	734.00	734.000		1,850.000	1,850.000	4.20		7,770.00
0370	PAVE STRIPING-DUR TY 1-6 IN Y	06557	LF	489.00	489.000		1,138.000	1,138.000	4.20		4,779.60
0375	PAVE MARKING-THERMO STOP BAR-24IN	06568	LF	57.00	57.000		62.000	62.000	8.00		496.00
0380	PAVE MARKING-THERMO CROSS-HATCH	06569	SQFT	2,730.00	2,730.000		4,031.000	4,031.000	2.00		8,062.00
0385	PAVE MARKING-THERMO CURV ARROW	06574	EACH	7.00	7.000		12.000	12.000	80.00		960.00
0390	PAVEMENT MARKER TY IVA-MW TEMP	06585	EACH	3,600.00	3,600.000		4,935.000	4,935.000	5.20		25,662.00
0395	PAVEMENT MARKER TY IVA-MY TEMP	06586	EACH	7,400.00	7,400.000		1,185.000	1,185.000	5.20		6,162.00
0400	PAVEMENT MARKER TY IVA-BY TEMP	06588	EACH	100.00	100.000		0.000	0.000	6.20		0.00
0405	REMOVE PAVEMENT MARKER TYPE V	06600	EACH	630.00	630.000		755.000	755.000	6.00		4,530.00
0410	CRASH CUSHION TY VI CLASS BT TL3	08903	EACH	6.00	6.000		8.000	8.000	5,500.00		44,000.00
0415	CRASH CUSHION TY VI CLASS C	08904	EACH	2.00	2.000		2.000	2.000	11,500.00		23,000.00
0420	FUEL ADJUSTMENT	10020NS	DOLL	370,230.00	370,230.000		-49,644.950	-49,644.950	1.00		-49,644.95
0425	ASPHALT ADJUSTMENT	10030NS	DOLL	352,591.00	352,591.000		795,561.700	795,561.700	1.00		795,561.70
0430	JOINT ADHESIVE	20071EC	LF	201,600.00	201,600.000		195,913.000	195,913.000	0.34		66,610.42
0435	OBJECT MARKER TY 3	20191ED	EACH	19.00	19.000		0.000	0.000	150.00		0.00
0440	LAW ENFORCEMENT OFFICER	20411ED	HOUR	1,000.00	1,000.000		0.000	0.000	50.00		0.00
0445	REMOVE CRASH CUSHION	20432ES112	EACH	2.00	2.000		1.000	1.000	2,500.00		2,500.00
0450	PAVEMENT REPAIR	20757ED	SQYD	5,000.00	5,000.000		700.000	700.000	39.00		27,300.00
0455	REMOVE AND RESET PERF PIPE HEADWALL	20758ED	EACH	12.00	12.000		0.000	0.000	300.00		0.00
0460	LONGITUDINAL SAW CUT- 6 IN	21370ED	LF	50,400.00	50,400.000		49,850.000	49,850.000	5.00		249,250.00
0465	CONC MEDIAN BARRIER TYPE 12C(50)	21430ES508	LF	23,748.00	23,748.000		23,748.735	23,748.735	86.00		2,042,391.21
0470	REINFORCED SOIL SLOPE	21587EN	SQFT	11,000.00	11,000.000		11,000.000	11,000.000	32.95		362,450.00
0475	G/R STEEL W BEAM-S FACE (7 FT POST)	21802EN	LF	21,512.50	21,512.500		21,287.500	21,287.500	15.00		319,312.50
0480	TURF REINFORCEMENT MAT 1	23274EN11F	SQYD	1,267.00	1,267.000		0.000	0.000	8.00		0.00
0485	BARRIER WALL SHOULDER	23696EC	LF	700.00	700.000		700.000	700.000	60.00		42,000.00
0490	CHANNEL LINING CLASS III-MOD	23864EC	TON	2,160.00	2,160.000		0.000	0.000	28.00		0.00
0495	GROUT	23911EC	CUYD	718.00	718.000		502.000	502.000	150.00		75,300.00
0500	REMOVE CABLE GUARDRAIL BARRIER SYSTEM	24255EC	LF	24,180.00	24,180.000		24,180.000	24,180.000	4.05		97,929.00
0505	DRAINAGE GEOCOMPOSITE	24461ED	SQYD	117.00	117.000		117.000	117.000	35.00		4,095.00
0510	PERMEABLE PAVEMENT DRAIN	24470ED	SQYD	288.00	288.000		0.000	0.000	215.00		0.00
0515	INLAID PAVEMENT MARKER	24489EC	EACH	2,753.00	2,753.000		1,551.000	1,551.000	32.00		49,632.00
0525	PIPELINE INSPECTION	24814EC	LF	2,572.00	2,572.000		6,315.300	6,315.300	1.50		9,472.95
0530	CONTROL SYSTEM FOR INCIDENT MANAGEMENT 8-6.10	24873EC	LS	1.00	1.000		1.000	1.000	200,000.00		200,000.00
1300	STRUCTURE GRANULAR BACKFILL	02231	CUYD	1,200.00	1,200.000		0.000	0.000	35.00		0.00
1330	PNEUMATIC BACKSTOWING (ADDED: 1-23-18)	20667ED	TON	10.00	10.000		0.000	0.000	336.66		0.00
8000	LIQUIDATED DAMAGES	10111NS	DOLL	0.00	0.001		-20,000.000	-20,000.000	1.00		-20,000.00
8008	MAINTAIN & CONTROL TRAFFIC Revised Price	02650	LS	0.00	1.000		1.000	1.000	275,000.00		275,000.00
8010	FABRIC-GEOTEXTILE TYPE IV Revised	02599	SQYD	0.00	10,000.000		0.000	0.000	1.30		0.00
8012	CRUSHED AGGREGATE SIZE NO 2 Revised	00078	TON	0.00	1,000.000		0.000	0.000	29.00		0.00
8013	MASS CONCRETE	10040ES	CUYD	0.00	20.000		125.770	125.770	256.83		32,302.51
8015	EW~ Volvo Excavator/Hoe Ram Rental	10090NX	LS	0.00	1.000		1.000	1.000	303,229.11		303,229.11
8016	EW~ Operation of Volvo Excavator	10103NX	HOUR	0.00	640.000		1,244.750	1,244.750	75.00		93,356.25
8017	EW~ Vibration Monitoring	10098NX	DOLL	0.00	3,727.500		7,533.000	7,533.000	1.00		7,533.00
8018	EW~ Railroad Protective Insurance	10090NX	LS	0.00	1.000		1.000	1.000	5,344.50		5,344.50
8019	ROADWAY EXCAVATION-SPECIAL	22978EN	CUYD	0.00	12,800.000		12,800.000	12,800.000	41.99		537,566.20
8020	EMBANKMENT REPAIR	23259EC	LS	0.00	1.000		1.000	1.000	55,250.00		55,250.00
8023	WATER BLASTING EXISTING STRIPE	22664EN	LF	0.00	45,226.000		48,290.000	48,290.000	0.50		24,145.00
8024	EW~ Exploration and Edgedrain Inspection	10090NX	LS	0.00	1.000		1.000	1.000	7,785.00		7,785.00
8050	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		0.000	0.000	1.00		0.00
9050	REMOVE & RESET GUARDRAIL	02383	LF	0.00	0.000		0.000	0.000	20.00		0.00
9052	REMOVE CURB	01904	LF	0.00	0.000		0.000	0.000	2.00		0.00
9053	SHOULDERING Regrade	02714	LF	0.00	0.000		0.000	0.000	3.50		0.00
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0002 PAVING
0210	MOBILIZATION FOR MILL & TEXT 8-6.10	02676	LS	1.00	1.000		1.000	1.000	2,500.00		2,500.00
0520	INTELLIGENT COMPACTION FOR ASPHALT	24781EC	TON	138,235.00	138,235.000		26,736.470	26,736.470	0.01		267.36
0535	PAVE MOUNT INFRARED TEMP EQUIPMENT	24891EC	SF	6,594,522.00	6,594,522.000		1,852,140.000	1,852,140.000	0.01		18,521.40
0540	DGA BASE	00001	TON	81,690.00	81,690.000		103,277.360	103,277.360	17.95		1,853,828.61
0545	CEMENT STABILIZED ROADBED	00008	SQYD	125,034.00	0.000		0.000	0.000	2.25		0.00
0550	DRAINAGE BLANKET-TYPE II-ASPH	00018	TON	63,190.00	73,190.000		64,090.840	64,090.840	48.75		3,124,428.45
0555	ASPHALT SEAL AGGREGATE	00100	TON	515.00	515.000		666.700	666.700	80.00		53,336.00
0560	ASPHALT SEAL COAT	00103	TON	62.00	62.000		82.090	82.090	800.00		65,672.00
0565	LEVELING & WEDGING PG76-22	00194	TON	4,463.00	4,463.000		16,436.660	16,436.660	71.75		1,179,330.35
0570	CL3 ASPH BASE 1.50D PG64-22	00205	TON	21,481.00	21,481.000		16,354.660	16,354.660	58.25		952,658.94
0575	CL4 ASPH BASE 1.50D PG64-22	00208	TON	19,616.00	19,616.000		23,253.430	23,253.430	58.25		1,354,512.29
0580	CL3 ASPH BASE 1.00D PG64-22	00214	TON	23,271.00	23,271.000		25,638.450	25,638.450	59.50		1,525,487.77
0585	CL4 ASPH BASE 1.00D PG76-22	00219	TON	34,145.00	34,145.000		25,343.480	25,343.480	65.25		1,653,662.07
0590	CL4 ASPH BASE 0.75D PG76-22	00228	TON	2,816.00	2,816.000		13,561.410	13,561.410	73.85		1,001,510.12
0595	CL4 ASPH BIND 0.50D PG76-22	00279	TON	3,107.00	3,107.000		0.000	0.000	77.25		0.00
0600	CL3 ASPH SURF 0.38D PG64-22	00339	TON	18,190.00	18,190.000		15,154.520	15,154.520	71.25		1,079,759.55
0605	CL4 ASPH SURF 0.38A PG76-22	00342	TON	19,267.00	19,267.000		21,797.270	21,797.270	95.25		2,076,189.96
0610	ASPHALT CURING SEAL	00358	TON	264.00	0.000		0.000	0.000	697.35		0.00
0615	CEMENT	02542	TON	2,431.00	0.000		0.000	0.000	198.00		0.00
0620	ASPHALT PAVE MILLING & TEXTURING	02677	TON	3,049.00	3,049.000		7,963.840	7,963.840	15.50		123,439.52
0625	SAND FOR BLOTTER	02702	TON	722.00	0.000		0.000	0.000	56.59		0.00
0630	CRUSHED STONE BASE - MODIFIED	24965EC	TON	86,052.00	0.000		0.000	0.000	24.50		0.00
8001	GRANULAR EMBANKMENT	02223	CUYD	0.00	108,654.800		108,654.800	108,654.800	16.00		1,738,476.80
8003	HIGH STRENGTH GEOTEXTILE FABRIC TY V	22861EN	SQYD	0.00	159,254.000		159,254.000	159,254.000	3.25		517,575.50
8005	DRAINAGE BLANKET-EMBANKMENT	00021	CUYD	0.00	45,000.000		35,000.000	35,000.000	30.00		1,050,000.00
8007	VALUE ENGINEERING	10121NX	DOLL	0.00	325,591.850		325,591.850	325,591.850	1.00		325,591.85
8051	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		-15,777.130	-15,777.130	1.00		-15,777.13
8053	NON-SPEC MATERIAL Asphalt Thickness	10070NS	DOLL	0.00	0.001	22,957.320	-22,957.320	0.000	1.00	22,957.32	0.00
9054	MOBILIZATION Drainage Repair	02568	LS	0.00	0.000		0.000	0.000	6,500.00		0.00
9055	MAINTAIN & CONTROL TRAFFIC Drainage Repair	02650	LS	0.00	0.000		0.000	0.000	6,500.00		0.00
9056	STAKING Drainage Repair	02726	LS	0.00	0.000		0.000	0.000	5,000.00		0.00
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0003 DRAINAGE
0635	CULVERT PIPE-60 IN	00472	LF	33.00	33.000		32.000	32.000	475.00		15,200.00
0640	STORM SEWER PIPE-15 IN	00521	LF	1,702.00	1,702.000		1,751.000	1,751.000	41.75		73,104.25
0645	STORM SEWER PIPE-18 IN	00522	LF	2,969.00	2,969.000		2,664.000	2,664.000	56.20		149,716.80
0650	STORM SEWER PIPE-24 IN	00524	LF	320.00	320.000		275.000	275.000	86.25		23,718.75
0655	STORM SEWER PIPE-30 IN	00526	LF	119.00	119.000		122.000	122.000	130.00		15,860.00
0660	PERFORATED PIPE-4 IN	01000	LF	196.00	546.000		1,688.000	1,688.000	18.00		30,384.00
0665	PERFORATED PIPE-6 IN	01001	LF	22,946.00	22,946.000		24,349.000	24,349.000	6.45		157,051.05
0670	PERFORATED PIPE-8 IN	01002	LF	2,436.00	2,436.000		0.000	0.000	8.75		0.00
0675	NON-PERFORATED PIPE-4 IN	01010	LF	400.00	400.000		289.000	289.000	18.00		5,202.00
0680	NON-PERFORATED PIPE-6 IN	01011	LF	974.00	974.000		193.000	193.000	19.00		3,667.00
0685	NON-PERFORATED PIPE-8 IN	01012	LF	50.00	50.000		30.000	30.000	20.00		600.00
0690	PERF PIPE HEADWALL TY 1-4 IN	01020	EACH	16.00	16.000		15.000	15.000	415.00		6,225.00
0695	PERF PIPE HEADWALL TY 1-6 IN	01021	EACH	2.00	2.000		0.000	0.000	420.00		0.00
0700	PERF PIPE HEADWALL TY 1-8 IN	01022	EACH	5.00	5.000		0.000	0.000	435.00		0.00
0705	PERF PIPE HEADWALL TY 2-4 IN	01024	EACH	7.00	7.000		1.000	1.000	450.00		450.00
0710	PERF PIPE HEADWALL TY 2-6 IN	01025	EACH	1.00	1.000		0.000	0.000	460.00		0.00
0715	PERF PIPE HEADWALL TY 3-4 IN	01028	EACH	11.00	11.000		10.000	10.000	475.00		4,750.00
0720	PERF PIPE HEADWALL TY 3-6 IN	01029	EACH	3.00	3.000		2.000	2.000	485.00		970.00
0725	PERF PIPE HEADWALL TY 4-4 IN	01032	EACH	9.00	12.000		3.000	3.000	475.00		1,425.00
0730	PERF PIPE HEADWALL TY 4-6 IN	01033	EACH	7.00	7.000		0.000	0.000	185.00		0.00
0735	PIPE CULVERT HEADWALL-18 IN	01204	EACH	3.00	3.000		2.000	2.000	1,220.00		2,440.00
0740	PIPE CULVERT HEADWALL-24 IN	01208	EACH	1.00	1.000		0.000	0.000	1,400.00		0.00
0745	PIPE CULVERT HEADWALL-30 IN	01210	EACH	2.00	2.000		2.000	2.000	1,800.00		3,600.00
0750	SLOPED BOX OUTLET TYPE 1-18 IN	01433	EACH	9.00	9.000		7.000	7.000	1,650.00		11,550.00
0755	SLOPED BOX OUTLET TYPE 1-24 IN	01434	EACH	3.00	3.000		0.000	0.000	2,500.00		0.00
0760	CURB BOX INLET TYPE B	01480	EACH	5.00	5.000		5.000	5.000	3,850.00		19,250.00
0765	DROP BOX INLET TYPE 1	01490	EACH	7.00	7.000		8.000	8.000	4,375.00		35,000.00
0770	DROP BOX INLET TYPE 2	01493	EACH	2.00	2.000		3.000	3.000	4,185.00		12,555.00
0775	DROP BOX INLET TYPE 7	01538	EACH	1.00	1.000		1.000	1.000	4,445.00		4,445.00
0780	DROP BOX INLET TYPE 13GT	01565	EACH	9.00	9.000		11.000	11.000	2,575.00		28,325.00
0785	JUNCTION BOX-18 IN	01642	EACH	2.00	2.000		1.000	1.000	2,350.00		2,350.00
0790	JUNCTION BOX-24 IN	01643	EACH	3.00	3.000		2.000	2.000	1,965.00		3,930.00
0795	SPRING BOX INLET TYPE A	01660	EACH	1.00	1.000		0.000	0.000	5,175.00		0.00
0800	FLUME INLET TYPE 2	01691	EACH	1.00	1.000		3.000	3.000	5,500.00		16,500.00
0805	CORED HOLE DRAINAGE BOX CON-6 IN	01741	EACH	100.00	100.000		0.000	0.000	185.00		0.00
0810	MANHOLE TYPE C	01767	EACH	1.00	1.000		2.000	2.000	12,000.00		24,000.00
0815	FABRIC GEOTEXTILE TY IV FOR PIPE	02600	SQYD	16,160.00	16,160.000		6,486.800	6,486.800	2.00		12,973.60
0820	S CIPP LINER 15 INCH	15124	LF	215.00	215.000		276.000	276.000	47.00		12,972.00
0825	S CIPP LINER 18 INCH	15125	LF	590.00	590.000		495.000	495.000	62.75		31,061.25
0830	CONC MED BAR BOX INLET TY 12A2-50	21601NN	EACH	4.00	4.000		3.000	3.000	8,700.00		26,100.00
0835	CONC MED BARR BOX INLET TY 12B2-50	21602NN	EACH	17.00	17.000		20.000	20.000	8,700.00		174,000.00
0840	CONC MED BAR BOX INLET TY 12B1-50	23611NN	EACH	29.00	29.000		26.000	26.000	8,700.00		226,200.00
0845	DROP BOX INLET TY 3-SAG	23644EC	EACH	1.00	1.000		0.000	0.000	6,160.00		0.00
0850	RESET MANHOLE FRAME AND LID	23948EC	EACH	1.00	1.000		0.000	0.000	700.00		0.00
8052	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		0.000	0.000	1.00		0.00
9051	REMOVE Flume	24894EC	EACH	0.00	0.000		0.000	0.000	2,000.00		0.00
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0004 BRIDGE-27678
0855	STRUCTURE GRANULAR BACKFILL	02231	CUYD	460.00	460.000		441.320	441.320	60.00		26,479.20
0860	CONCRETE-CLASS B	02555	CUYD	6.20	6.200		6.200	6.200	2,000.00		12,400.00
0865	MASONRY COATING	02998	SQYD	2,450.00	2,450.000		2,485.380	2,485.380	10.00		24,853.80
0870	ARMORED EDGE FOR CONCRETE	03299	LF	286.00	286.000		286.000	286.000	65.00		18,590.00
0875	STRUCTURE EXCAVATION-COMMON	08001	CUYD	1,967.00	1,967.000		1,967.000	1,967.000	35.00		68,845.00
0880	CRUSHED AGGREGATE SLOPE PROT	08020	TON	1,035.00	1,035.000		824.770	824.770	40.00		32,990.80
0885	TEST PILES	08033	LF	529.00	529.000		428.420	428.420	65.00		27,847.30
0890	PRE-DRILLING FOR PILES	08039	LF	360.00	360.000		360.000	360.000	300.00		108,000.00
0895	PILES-STEEL HP12X53	08046	LF	6,046.00	6,046.000		5,176.460	5,176.460	65.00		336,469.90
0900	PILE POINTS-12 IN	08094	EACH	194.00	194.000		194.000	194.000	120.00		23,280.00
0905	CONCRETE-CLASS A	08100	CUYD	687.00	687.000		687.000	687.000	800.00		549,600.00
0910	CONCRETE-CLASS AA	08104	CUYD	1,260.80	1,260.800		1,260.800	1,260.800	825.00		1,040,160.00
0915	MECHANICAL REINF COUPLER #5	08130	EACH	16.00	16.000		16.000	16.000	50.00		800.00
0920	MECHANICAL REINF COUPLER #8	08133	EACH	32.00	32.000		32.000	32.000	75.00		2,400.00
0925	STEEL REINFORCEMENT	08150	LB	118,953.00	118,953.000		118,953.000	118,953.000	1.00		118,953.00
0930	STEEL REINFORCEMENT-EPOXY COATED	08151	LB	321,906.00	321,906.000		321,906.000	321,906.000	1.10		354,096.60
0935	APPROACH SLAB	08500	SQYD	688.00	688.000		688.000	688.000	250.00		172,000.00
0940	RAIL SYSTEM TYPE III	21532ED	LF	490.00	490.000		490.000	490.000	110.00		53,900.00
0945	REMOVE 2 BINS OF METAL RETAINING WALL- 8-6.10	23055N	LS	1.00	1.000		1.000	1.000	10,000.00		10,000.00
0950	PPC I-BEAM HN 48-49	24520EC	LF	3,845.80	3,845.800		3,845.800	3,845.800	350.00		1,346,030.00
1320	ELECTRICAL CONDUIT GALVINIZED- 8-6.10	08269	LS	1.00	1.000		1.000	1.000	55,000.00		55,000.00
8021	EW~ Idle Equipment Cost	10090NX	LS	0.00	1.000		1.000	1.000	171,553.20		171,553.20
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0005 BRIDGE-CULVERT-27679
0955	FOUNDATION PREPARATION 8-6.10	08003	LS	1.00	1.000		1.000	1.000	1,811.87		1,811.87
0960	CONCRETE-CLASS A	08100	CUYD	9.00	9.000		9.000	9.000	967.91		8,711.19
0965	STEEL REINFORCEMENT	08150	LB	1,525.00	1,525.000		1,525.000	1,525.000	2.07		3,156.75
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0006 SIGNING
0970	REFERENCE MARKER	04903	EACH	48.00	48.000		48.000	48.000	150.00		7,200.00
0975	BARRIER MOUNTING BRACKET	04904	EACH	24.00	24.000		24.000	24.000	300.00		7,200.00
0980	GMSS GALV STEEL TYPE A	06400	LB	7,010.00	7,010.000		6,879.000	6,879.000	4.00		27,516.00
0985	SBM ALUMINUM PANEL SIGNS	06405	SQFT	911.00	911.000		445.000	445.000	20.00		8,900.00
0990	SBM ALUM SHEET SIGNS .080 IN	06406	SQFT	229.00	229.000		292.508	292.508	12.00		3,510.09
0995	SBM ALUM SHEET SIGNS .125 IN	06407	SQFT	601.00	601.000		638.000	638.000	14.00		8,932.00
1000	STEEL POST TYPE 1	06410	LF	1,207.00	1,207.000		1,134.000	1,134.000	7.00		7,938.00
1005	STEEL POST MILE MARKERS	06412	EACH	10.00	10.000		10.000	10.000	125.00		1,250.00
1010	GMSS GALV STEEL TYPE C	06441	LB	17,442.00	17,442.000		4,665.000	4,665.000	7.00		32,655.00
1015	REMOVE SIGN SUPPORT BEAM	06451	EACH	34.00	34.000		12.000	12.000	250.00		3,000.00
1020	CLASS A CONCRETE FOR SIGNS	06490	CUYD	87.00	87.000		62.210	62.210	500.00		31,105.00
1025	STEEL REINFORCEMENT FOR SIGNS	06491	LB	2,290.00	2,290.000		1,988.000	1,988.000	4.00		7,952.00
1030	REMOVE & RELOCATE SIGNS	20418ED	EACH	18.00	18.000		10.000	10.000	1,000.00		10,000.00
1035	ROADWAY CROSS SECTION	20419ND	EACH	15.00	15.000		15.000	15.000	100.00		1,500.00
1040	REMOVE SIGN	21373ND	EACH	4.00	4.000		4.000	4.000	500.00		2,000.00
1045	GMSS TYPE D	21596ND	EACH	66.00	66.000		10.000	10.000	350.00		3,500.00
1050	BARCODE SIGN INVENTORY	24631EC	EACH	202.00	202.000		0.000	0.000	20.00		0.00
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0007 LIGHTING
1055	POLE 80 FT MTG HT HIGH MAST	04710	EACH	4.00	4.000		4.000	4.000	30,393.68		121,574.72
1060	POLE 120 FT MTG HT HIGH MAST	04714	EACH	5.00	5.000		5.000	5.000	30,703.53		153,517.65
1065	LIGHTING CONTROL EQUIPMENT	04761	EACH	1.00	1.000		1.000	1.000	22,455.64		22,455.64
1070	CONDUIT-3 IN	04797	LF	1,100.00	1,100.000		2,134.000	2,134.000	24.14		51,514.76
1075	MARKER	04800	EACH	19.00	19.000		19.000	19.000	277.76		5,277.44
1080	TRENCHING AND BACKFILLING	04820	LF	5,460.00	5,460.000		5,035.000	5,035.000	2.49		12,537.15
1085	CABLE-NO. 8/3C DUCTED	04860	LF	1,840.00	1,840.000		1,880.000	1,880.000	3.44		6,467.20
1090	CABLE-NO. 6/3C DUCTED	04861	LF	2,985.00	2,985.000		3,096.000	3,096.000	3.83		11,857.68
1095	REMOVE LIGHTING 8-6.10	04940	LS	1.00	1.000		1.000	1.000	45,617.50		45,617.50
1100	ELECTRICAL JUNCTION BOX TYPE A	20391NS835	EACH	12.00	12.000		12.000	12.000	811.95		9,743.40
1105	MAINTAIN LIGHTING 8-6.10	20410ED	LS	1.00	1.000		0.500	0.500	9,192.52		4,596.26
1110	BORE AND JACK CONDUIT	21543EN	LF	1,100.00	1,100.000		2,089.000	2,089.000	26.88		56,152.32
1115	POLE BASE-HIGH MAST	23161EN	CUYD	85.30	85.300		75.740	75.740	732.13		55,451.52
1120	HIGH MAST LED LUMINAIRE	24749EC	EACH	47.00	47.000		47.000	47.000	1,797.86		84,499.42
1125	CABLE-NO. 10/3C DUCTED	24851EC	LF	9,120.00	9,120.000		9,510.000	9,510.000	3.55		33,760.50
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0008 TRAFFIC LOOPS
1130	CONDUIT-1 1/4 IN	04793	LF	60.00	60.000		60.000	60.000	10.77		646.20
1135	CONDUIT-2 IN	04795	LF	20.00	20.000		20.000	20.000	13.51		270.20
1140	TRENCHING AND BACKFILLING	04820	LF	70.00	70.000		65.000	65.000	4.27		277.55
1145	PIEZOELECTRIC SENSOR	04829	EACH	6.00	6.000		6.000	6.000	2,502.64		15,015.84
1150	LOOP WIRE	04830	LF	2,900.00	2,900.000		1,700.000	1,700.000	0.71		1,207.00
1155	LOOP SAW SLOT AND FILL	04895	LF	560.00	560.000		640.000	640.000	6.34		4,057.60
1160	GALVANIZED STEEL CABINET	20359NN	EACH	2.00	2.000		2.000	2.000	3,091.67		6,183.34
1165	WOOD POST	20360ES818	EACH	4.00	4.000		4.000	4.000	1,536.86		6,147.44
1170	ELECTRICAL JUNCTION BOX TYPE A	20391NS835	EACH	2.00	2.000		2.000	2.000	3,311.89		6,623.78
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0009 INTELLIGENT TRANSPORTATION SYSTEMS
1175	CONDUIT-3 IN	04797	LF	50.00	50.000		100.000	100.000	25.89		2,589.00
1180	MARKER	04800	EACH	1.00	1.000		1.000	1.000	277.76		277.76
1185	TRENCHING AND BACKFILLING	04820	LF	700.00	700.000		85.000	85.000	2.13		181.05
1190	SITE PREPARATION 8-6.10	20257NC	LS	1.00	1.000		1.000	1.000	4,882.06		4,882.06
1195	WINCH LOWERING TOOL	21058ND	EACH	1.00	1.000		1.000	1.000	5,464.12		5,464.12
1200	MODEL 336 ENCLOSURE	21066ND	EACH	1.00	1.000		1.000	1.000	6,744.23		6,744.23
1205	SURGE DEVICE 120 VOLT	21069ND	EACH	1.00	1.000		1.000	1.000	2,754.26		2,754.26
1210	DATA SURGE DEVICE	21071ND	EACH	1.00	1.000		1.000	1.000	2,715.52		2,715.52
1215	TRANSFORMER 480/120	21079ND	EACH	1.00	1.000		1.000	1.000	10,120.24		10,120.24
1220	RACK MOUNTED UPS	21489ND	EACH	1.00	1.000		1.000	1.000	4,078.78		4,078.78
1225	BORE AND JACK CONDUIT	21543EN	LF	50.00	50.000		100.000	100.000	26.88		2,688.00
1230	WEB CAMERA ASSEMBLY	22403NN	EACH	1.00	1.000		1.000	1.000	9,779.42		9,779.42
1235	COMMUNICATION CABLE	23150NN	LF	50.00	50.000		50.000	50.000	3.65		182.50
1240	POLE WITH LOWERING DEVICE	23151NN	EACH	1.00	1.000		1.000	1.000	24,839.46		24,839.46
1245	TRAFFIC SIGNAL POLE BASE	23157EN	CUYD	4.00	4.000		4.710	4.710	1,116.12		5,256.92
1250	VIDEO SURVEILLANCE CONTROLLER	23941EC	EACH	1.00	1.000		1.000	1.000	5,494.80		5,494.80
1255	ADVANCED GROUNDING SYSTEM	23944EC	EACH	1.00	1.000		1.000	1.000	11,444.62		11,444.62
1260	CABLE-NO. 10/3C DUCTED	24851EC	LF	750.00	750.000		853.000	853.000	3.46		2,951.38
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0010 WATERLINE
1265	FLOWABLE FILL	02220	CUYD	150.00	150.000		186.000	186.000	114.00		21,204.00
1270	W CAP EXISTING MAIN	14003	EACH	2.00	2.000		2.000	2.000	585.00		1,170.00
1275	W ENCASEMENT STEEL OPEN CUT RANGE 1 6 IN	14012	LF	1,250.00	1,250.000		1,250.000	1,250.000	107.50		134,375.00
1280	W PIPE DCTL IRON RSTRND JOINT 06 IN	14047	LF	1,250.00	1,250.000		1,260.000	1,260.000	49.00		61,740.00
1285	W TAPPING SLEEVE AND VALVE SIZE 1 6 IN X 6 IN	14089	EACH	2.00	2.000		2.000	2.000	3,440.00		6,880.00
1305	W FLUSHING ASSEMBLY	14023	EACH	1.00	1.000		1.000	1.000	1,800.00		1,800.00
1310	W METER 3/4 INCH	14028	EACH	1.00	1.000		0.000	0.000	2,140.00		0.00
1315	W SERV PE/PLST SHORT SIDE 3/4 IN	14085	EACH	1.00	1.000		1.000	1.000	2,160.00		2,160.00
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0011 TRAINEES
1325	TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON	02742	HOUR	1,200.00	1,200.000		243.500	243.500	1.00		243.50
Project	DE10200751801		Fed/State Project Number		NHPP IM 0752 (098)			Category	0012 MOBILIZATION AND/OR DEMOBILIZATION
1290	MOBILIZATION	02568	LS	1.00	1.000		1.000	1.000	340,000.00		340,000.00
1295	DEMOBILIZATION	02569	LS	1.00	1.000	0.250	0.000	0.250	588,812.51	147,203.12	147,203.12
									SUBTOT	$170,343.04	$41,994,767.07
LNNBR	STOCKPILE ADJUSTMENTS		UNIT		ADJ. QUANTITY		EST NBR		UNIT PRICE		ADJUSTED AMOUNT
0885-1-0I	PILES		LF		529.00		0003		$20.370000		$10,775.73
0895-4-0I	PILES		LF		830.00		0003		$20.370000		$16,907.10
0895-3-0I	PILES		LF		885.00		0003		$20.370000		$18,027.45
0895-2-0I	PILES		LF		890.00		0003		$20.370000		$18,129.30
0895-1-0I	PILES		LF		346.00		0003		$20.370000		$7,048.02
0900-4-0I	PILE POINTS		EACH		18.00		0003		$84.890000		$1,528.02
0900-3-0I	PILE POINTS		EACH		33.00		0003		$66.760000		$2,203.08
0900-2-0I	PILE POINTS		EACH		78.00		0003		$66.760000		$5,207.28
0900-1-0I	PILE POINTS		EACH		21.00		0003		$84.890000		$1,782.69
0895-5-0I	PILES		LF		850.00		0004		$20.370000		$17,314.50
0900-5-0I	PILE POINTS		EACH		17.00		0004		$84.890000		$1,443.13
0895-6-0I	PILES		LF		825.00		0005		$20.370000		$16,805.25
0900-6-0I	PILE POINTS		EACH		15.00		0005		$84.890000		$1,273.35
0475-1-0I	GDRAIL GALV AW .109		LF		21,512.50		0011		$15.000000		$242,015.62
0950-2-0I	I BEAM, TYPE 3		LF		109.96		0022		$200.594000		$22,057.32
0950-1-0I	I BEAM, TYPE 3		LF		3,735.94		0022		$200.594000		$749,407.15
1055-2-0I	TRAFFIC INCIDENTAL		EACH		4.00		0024		$5045.070000		$20,180.28
1055-1-0I	TRAFFIC INCIDENTAL		EACH		4.00		0024		$1933.440000		$7,733.76
1055-3-0I	TRAFFIC INCIDENTAL		EACH		4.00		0024		$8768.450000		$35,073.80
1060-3-0I	TRAFFIC INCIDENTAL		EACH		5.00		0024		$11928.270000		$59,641.35
1060-2-0I	TRAFFIC INCIDENTAL		EACH		2.00		0024		$2465.540000		$4,931.08
1060-1-0I	TRAFFIC INCIDENTAL		EACH		5.00		0024		$1842.810000		$9,214.05
1120-1-0I	TRAFFIC INCIDENTAL		EACH		47.00		0024		$13.590000		$638.73
1200-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$3136.810000		$3,136.81
1205-1-0I	NO MATL		EACH		1.00		0024		$100.700000		$100.70
1210-1-0I	NO MATL		EACH		1.00		0024		$65.460000		$64.46
1220-1-0I	NO MATL		EACH		1.00		0024		$1057.350000		$1,057.35
1230-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$4007.860000		$4,007.86
1250-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$1857.920000		$1,857.92
1060-4-0I	TRAFFIC INCIDENTAL		EACH		5.00		0025		$6791.030000		$33,955.15
1120-2-0I	WIRE, ELECTRICAL		EACH		47.00		0025		$1082.020000		$50,854.94
1195-1-0I	NO MATL		EACH		1.00		0030		$3796.390000		$3,796.39
1240-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0030		$18629.595000		$18,629.59
0885-1-0A	PILES		LF		28.21		0018		$20.370000		$-574.64
0895-6-0A	PILES		LF		825.00		0018		$20.370000		$-16,805.25
0895-5-0A	PILES		LF		850.00		0018		$20.370000		$-17,314.50
0895-4-0A	PILES		LF		830.00		0018		$20.370000		$-16,907.10
0895-3-0A	PILES		LF		885.00		0018		$20.370000		$-18,027.45
0895-2-0A	PILES		LF		890.00		0018		$20.370000		$-18,129.30
0895-1-0A	PILES		LF		346.00		0018		$20.370000		$-7,048.02
0900-6-0A	PILE POINTS		EACH		15.00		0018		$84.890000		$-1,273.35
0900-5-0A	PILE POINTS		EACH		17.00		0018		$84.890000		$-1,443.13
0900-4-0A	PILE POINTS		EACH		18.00		0018		$84.890000		$-1,528.02
0900-3-0A	PILE POINTS		EACH		27.00		0018		$66.760000		$-1,802.52
0900-2-0A	PILE POINTS		EACH		27.00		0018		$66.760000		$-1,802.52
0900-1-0A	PILE POINTS		EACH		21.00		0018		$84.890000		$-1,782.69
0885-1-0A	PILES		LF		25.00		0025		$20.370000		$-509.25
0900-3-0A	PILE POINTS		EACH		6.00		0025		$66.760000		$-400.56
0900-2-0A	PILE POINTS		EACH		27.00		0025		$66.760000		$-1,802.52
0475-1-0A	GDRAIL GALV AW .109		LF		431.25		0026		$15.000000		$-4,851.56
0885-1-0A	PILES		LF		93.46		0027		$20.370000		$-1,903.78
0900-2-0A	PILE POINTS		EACH		12.00		0027		$66.760000		$-801.12
0950-2-0A	I BEAM, TYPE 3		LF		109.96		0027		$200.594000		$-22,057.32
0950-1-0A	I BEAM, TYPE 3		LF		660.69		0027		$200.594000		$-132,530.45
0475-1-0A	GDRAIL GALV AW .109		LF		5,587.50		0028		$15.000000		$-62,859.37
0950-1-0A	I BEAM, TYPE 3		LF		781.22		0028		$200.594000		$-156,708.05
0475-1-0A	GDRAIL GALV AW .109		LF		2,287.50		0033		$15.000000		$-25,734.37
0475-1-0A	GDRAIL GALV AW .109		LF		150.00		0037		$15.000000		$-1,687.50
0885-1-0A	PILES		LF		26.81		0040		$20.370000		$-546.12
0900-2-0A	PILE POINTS		EACH		12.00		0040		$66.760000		$-801.12
0475-1-0A	GDRAIL GALV AW .109		LF		93.75		0042		$15.000000		$-1,054.69
0885-1-0A	PILES		LF		23.95		0042		$20.370000		$-487.86
0885-1-0A	PILES		LF		115.28		0043		$20.370000		$-2,348.25
0950-1-0A	I BEAM, TYPE 3		LF		1,204.84		0044		$200.594000		$-241,683.68
0475-1-0A	GDRAIL GALV AW .109		LF		928.12		0049		$15.000000		$-10,441.41
0475-1-0A	GDRAIL GALV AW .109		LF		2,493.75		0050		$15.000000		$-28,054.69
1055-3-0A	TRAFFIC INCIDENTAL		EACH		1.00		0050		$8768.450000		$-8,768.45
1055-2-0A	TRAFFIC INCIDENTAL		EACH		1.00		0050		$5045.070000		$-5,045.07
1055-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0050		$1933.440000		$-1,933.44
1060-4-0A	TRAFFIC INCIDENTAL		EACH		4.00		0050		$6791.030000		$-27,164.12
1060-3-0A	TRAFFIC INCIDENTAL		EACH		4.00		0050		$11928.270000		$-47,713.08
1060-2-0A	TRAFFIC INCIDENTAL		EACH		2.00		0050		$2465.540000		$-4,931.08
1060-1-0A	TRAFFIC INCIDENTAL		EACH		4.00		0050		$1842.810000		$-7,371.24
1120-1-0A	TRAFFIC INCIDENTAL		EACH		24.00		0050		$13.590000		$-326.16
1120-2-0A	WIRE, ELECTRICAL		EACH		24.00		0050		$1082.020000		$-25,968.48
0885-1-0A	PILES		LF		23.33		0053		$20.370000		$-475.23
0885-1-0A	PILES		LF		66.84		0054		$20.370000		$-1,361.53
0885-1-0A	PILES		LF		25.54		0056		$20.370000		$-520.25
0950-1-0A	I BEAM, TYPE 3		LF		1,089.19		0057		$200.594000		$-218,484.97
0475-1-0A	GDRAIL GALV AW .109		LF		3,421.87		0060		$15.000000		$-38,496.09
1230-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0061		$4007.860000		$-4,007.86
1240-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0061		$18629.595000		$-18,629.59
1055-3-0A	TRAFFIC INCIDENTAL		EACH		3.00		0062		$8768.450000		$-26,305.35
1055-2-0A	TRAFFIC INCIDENTAL		EACH		3.00		0062		$5045.070000		$-15,135.21
1055-1-0A	TRAFFIC INCIDENTAL		EACH		3.00		0062		$1933.440000		$-5,800.32
1060-4-0A	TRAFFIC INCIDENTAL		EACH		1.00		0062		$6791.030000		$-6,791.03
1060-3-0A	TRAFFIC INCIDENTAL		EACH		1.00		0062		$11928.270000		$-11,928.27
1060-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0062		$1842.810000		$-1,842.81
1200-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0062		$3136.810000		$-3,136.81
1120-2-0A	WIRE, ELECTRICAL		EACH		19.00		0063		$1082.020000		$-20,558.38
1120-1-0A	TRAFFIC INCIDENTAL		EACH		19.00		0063		$13.590000		$-258.21
1205-1-0A	NO MATL		EACH		1.00		0063		$100.700000		$-100.70
1210-1-0A	NO MATL		EACH		1.00		0063		$65.460000		$-64.46
1220-1-0A	NO MATL		EACH		1.00		0063		$1057.350000		$-1,057.35
1250-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0063		$1857.920000		$-1,857.92
1120-2-0A	WIRE, ELECTRICAL		EACH		4.00		0065		$1082.020000		$-4,328.08
1120-1-0A	TRAFFIC INCIDENTAL		EACH		4.00		0065		$13.590000		$-54.36
0475-1-0A	GDRAIL GALV AW .109		LF		356.25		0066		$15.000000		$-4,007.81
0475-1-0A	GDRAIL GALV AW .109		LF		215.62		0070		$15.000000		$-2,425.78
1195-1-0A	NO MATL		EACH		1.00		0071		$3796.390000		$-3,796.39
									SUBTOT		$64,451.17

Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0001 PAVING
LINE ITEM NUMBER	ITEM DESCRIPTION	ITEM NO.	UNIT	PLAN QTY	CURRENT QUANTITY	QUANTITY PAID THIS EST	QUANTITY PAID PREV. EST	QUANTITY PAID TO DATE	UNIT PRICE	AMOUNT PAID THIS EST	AMOUNT PAID TO DATE
1335	DGA BASE	00001	TON	66,730.00	66,730.000		82,536.690	82,536.690	17.95		1,481,533.58
1340	CEMENT STABILIZED ROADBED	00008	SQYD	188,611.00	0.000		0.000	0.000	2.25		0.00
1345	DRAINAGE BLANKET-TYPE II-ASPH	00018	TON	28,419.00	35,829.550		36,476.600	36,476.600	48.75		1,778,234.25
1350	ASPHALT SEAL AGGREGATE	00100	TON	1,074.00	1,074.000		510.110	510.110	80.00		40,808.80
1355	ASPHALT SEAL COAT	00103	TON	129.00	129.000		50.270	50.270	800.00		40,216.00
1360	LEVELING & WEDGING PG76-22	00194	TON	5,519.00	18,873.340		18,873.340	18,873.340	71.75		1,354,162.14
1365	CL3 ASPH BASE 1.50D PG64-22	00205	TON	15,297.00	15,297.000		17,951.530	17,951.530	58.25		1,045,676.62
1370	CL4 ASPH BASE 1.50D PG64-22	00208	TON	24,452.00	24,452.000		25,401.580	25,401.580	58.25		1,479,642.03
1375	CL3 ASPH BASE 1.00D PG64-22	00214	TON	20,756.00	20,756.000		16,266.420	16,266.420	59.50		967,851.99
1380	CL4 ASPH BASE 1.00D PG76-22	00219	TON	18,828.00	18,828.000		25,163.870	25,163.870	65.25		1,641,942.51
1385	CL2 ASPH BASE 0.75D PG64-22	00221	TON	2,200.00	2,200.000		3,815.000	3,815.000	65.00		247,975.00
1390	CL3 ASPH SURF 0.38D PG64-22	00339	TON	13,959.00	13,959.000		16,154.230	16,154.230	71.25		1,150,988.88
1395	CL4 ASPH SURF 0.38A PG76-22	00342	TON	15,411.00	15,411.000		20,034.390	20,034.390	95.25		1,908,275.64
1400	ASPHALT CURING SEAL	00358	TON	340.00	0.000		0.000	0.000	697.35		0.00
1405	CEMENT	02542	TON	3,685.00	0.000		0.000	0.000	198.00		0.00
1410	MOBILIZATION FOR MILL & TEXT 8-6.20	02676	LS	1.00	1.000		1.000	1.000	2,500.00		2,500.00
1415	ASPHALT PAVE MILLING & TEXTURING	02677	TON	4,233.00	4,233.000		5,781.110	5,781.110	15.50		89,607.20
1420	SAND FOR BLOTTER	02702	TON	943.00	0.000		0.000	0.000	56.59		0.00
1425	JOINT ADHESIVE	20071EC	LF	239,801.00	239,801.000		239,526.750	239,526.750	0.34		81,439.09
1430	LONGITUDINAL EDGE KEY	21289ED	LF	68,529.00	68,529.000		58,497.000	58,497.000	5.00		292,485.00
1435	INTELLIGENT COMPACTION FOR ASPHALT	24781EC	TON	144,175.00	144,175.000		15,902.950	15,902.950	0.01		159.02
1440	PAVE MOUNT INFRARED TEMP EQUIPMENT	24891EC	SF	4,669,000.00	4,669,000.000		1,552,827.000	1,552,827.000	0.01		15,528.27
1445	CRUSHED STONE BASE - MODIFIED	24965EC	TON	61,852.00	0.000		0.000	0.000	24.50		0.00
8000	LIQUIDATED DAMAGES	10111NS	DOLL	0.00	0.001		-16,300.000	-16,300.000	1.00		-16,300.00
8002	GRANULAR EMBANKMENT	02223	CUYD	0.00	54,584.500		54,584.500	54,584.500	16.00		873,352.00
8004	HIGH STRENGTH GEOTEXTILE FABRIC TY V	22861EN	SQYD	0.00	159,253.000		159,253.000	159,253.000	3.25		517,572.25
8006	DRAINAGE BLANKET-EMBANKMENT	00021	CUYD	0.00	25,790.000		25,797.000	25,797.000	30.00		773,910.00
8011	FABRIC-GEOTEXTILE TYPE IV Revised	02599	SQYD	0.00	5,000.000		0.000	0.000	1.30		0.00
8050	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		-70,877.400	-70,877.400	1.00		-70,877.40
8054	NON-SPEC MATERIAL Asphalt Thickness	10070NS	DOLL	0.00	0.001	110,034.830	-110,034.830	0.000	1.00	110,034.83	0.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0002 ROADWAY
1450	CRUSHED AGGREGATE SIZE NO 2 (FOR PERFORATED PIPE HEADWALLS)	00078	TON	50.00	50.000		20.430	20.430	45.00		919.35
1455	PERFORATED PIPE-4 IN	01000	LF	14,621.00	14,621.000		6,114.000	6,114.000	4.85		29,652.90
1460	PERFORATED PIPE-6 IN	01001	LF	22,839.00	22,839.000		20,238.000	20,238.000	6.45		130,535.10
1465	NON-PERFORATED PIPE-4 IN	01010	LF	553.00	553.000		20.000	20.000	18.00		360.00
1470	NON-PERFORATED PIPE-6 IN	01011	LF	212.00	212.000		28.000	28.000	18.00		504.00
1475	INSPECT & CERTIFY EDGE DRAIN SYSTEM 8-6.20	01015	LS	1.00	1.000		1.000	1.000	7,500.00		7,500.00
1480	PERF PIPE HEADWALL TY 1-4 IN	01020	EACH	15.00	15.000		5.000	5.000	415.00		2,075.00
1485	PERF PIPE HEADWALL TY 2-4 IN	01024	EACH	4.00	4.000		1.000	1.000	450.00		450.00
1490	PERF PIPE HEADWALL TY 3-4 IN	01028	EACH	28.00	28.000		0.000	0.000	475.00		0.00
1495	PERF PIPE HEADWALL TY 4-4 IN	01032	EACH	3.00	3.000		5.000	5.000	475.00		2,375.00
1500	STANDARD HEADER CURB	01875	LF	1,380.00	1,380.000		1,693.000	1,693.000	28.00		47,404.00
1505	ISLAND HEADER CURB TYPE 1	01890	LF	52.00	52.000		87.500	87.500	100.00		8,750.00
1510	DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE	01982	EACH	357.00	357.000		304.000	304.000	8.00		2,432.00
1515	DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW	01983	EACH	9.00	9.000		21.000	21.000	8.00		168.00
1520	DELINEATOR FOR BARRIER - WHITE	01984	EACH	950.00	950.000		0.000	0.000	5.25		0.00
1525	DELINEATOR FOR BARRIER - YELLOW	01985	EACH	936.00	936.000		674.000	674.000	5.25		3,538.50
1530	RELOCATE TEMP CONC BARRIER	02003	LF	82,550.00	83,550.000		54,169.000	54,169.000	4.50		243,760.50
1535	TEMP DITCH	02159	LF	19,875.00	19,875.000		0.000	0.000	0.01		0.00
1540	CLEAN TEMP DITCH	02160	LF	7,938.00	7,938.000		0.000	0.000	0.01		0.00
1545	ROADWAY EXCAVATION	02200	CUYD	838,782.00	921,967.000		919,178.490	919,178.490	9.70		8,916,031.35
1550	GRANULAR EMBANKMENT	02223	CUYD	7,000.00	7,000.000		0.000	0.000	16.00		0.00
1555	WATER (FOR DUST CONTROL)	02242	MGAL	1,250.00	1,250.000		0.000	0.000	0.01		0.00
1560	FENCE-WOVEN WIRE TYPE 1	02262	LF	10,232.00	10,232.000		12,250.000	12,250.000	7.00		85,750.00
1565	GUARDRAIL CONNECTOR TO BRIDGE END TY A	02363	EACH	4.00	4.000		4.000	4.000	2,400.00		9,600.00
1570	GUARDRAIL END TREATMENT TYPE 2A	02369	EACH	30.00	30.000		18.000	18.000	625.00		11,250.00
1575	REMOVE GUARDRAIL	02381	LF	25,466.00	25,466.000		28,591.250	28,591.250	1.25		35,739.06
1580	GUARDRAIL CONNECTOR TO BRIDGE END TY A-1	02387	EACH	4.00	4.000		4.000	4.000	250.00		1,000.00
1585	GUARDRAIL END TREATMENT TYPE 4A	02391	EACH	12.00	12.000		0.000	0.000	1,800.00		0.00
1590	RIGHT-OF-WAY MONUMENT TYPE 1	02429	EACH	43.00	43.000		46.000	46.000	75.00		3,450.00
1595	WITNESS POST	02432	EACH	3.00	3.000		3.000	3.000	75.00		225.00
1600	CHANNEL LINING CLASS IA	02482	TON	479.00	479.000		131.690	131.690	70.00		9,218.30
1605	CHANNEL LINING CLASS II	02483	TON	3,435.00	3,435.000		4,158.290	4,158.290	25.25		104,996.82
1610	CHANNEL LINING CLASS III	02484	TON	2,236.00	2,236.000		2,262.190	2,262.190	27.90		63,115.10
1615	CLEARING AND GRUBBING (APPROXIMATELY 96 ACRES) 8-6.20	02545	LS	1.00	1.000		1.000	1.000	100,000.00		100,000.00
1620	TEMPORARY SIGNS	02562	SQFT	770.00	770.000		2,001.850	2,001.850	8.00		16,014.80
1625	EDGE KEY	02585	LF	35.00	35.000		35.000	35.000	65.00		2,275.00
1630	FABRIC-GEOTEXTILE TYPE IV	02599	SQYD	24,000.00	0.000		1,762.100	1,762.100	1.30		2,290.73
1635	MAINTAIN & CONTROL TRAFFIC 8-6.20	02650	LS	1.00	0.000		0.000	0.000	375,000.00		0.00
1640	PORTABLE CHANGEABLE MESSAGE SIGN	02671	EACH	8.00	8.000		5.000	5.000	15,000.00		75,000.00
1645	SAFELOADING	02690	CUYD	54.00	54.000		26.000	26.000	180.00		4,680.00
1650	SHOULDER RUMBLE STRIPS	02696	LF	54,681.00	54,681.000		111,849.000	111,849.000	0.11		12,303.39
1655	TEMP SILT FENCE	02701	LF	15,875.00	15,875.000		1,544.000	1,544.000	3.00		4,632.00
1660	SILT TRAP TYPE A	02703	EACH	192.00	192.000		5.000	5.000	100.00		500.00
1665	SILT TRAP TYPE B	02704	EACH	192.00	192.000		84.000	84.000	100.00		8,400.00
1670	SILT TRAP TYPE C	02705	EACH	192.00	192.000		49.000	49.000	70.00		3,430.00
1675	CLEAN SILT TRAP TYPE A	02706	EACH	192.00	192.000		0.000	0.000	10.00		0.00
1680	CLEAN SILT TRAP TYPE B	02707	EACH	192.00	192.000		0.000	0.000	10.00		0.00
1685	CLEAN SILT TRAP TYPE C	02708	EACH	192.00	192.000		19.000	19.000	10.00		190.00
1690	STAKING 8-6.20	02726	LS	1.00	1.000		1.000	1.000	70,000.00		70,000.00
1695	REMOVE STRUCTURE (I-75 NB OVER LAKE LINVILLE ROAD) 8-6.20	02731	LS	1.00	1.000		1.000	1.000	100,000.00		100,000.00
1700	REMOVE STRUCTURE (I-75 NB OVER US 25) 8-6.20	02731	LS	1.00	1.000		1.000	1.000	135,000.00		135,000.00
1705	REMOVE STRUCTURE (I-75 SB OVER LAKE LINVILLE ROAD) 8-6.20	02731	LS	1.00	1.000		1.000	1.000	100,000.00		100,000.00
1710	REMOVE STRUCTURE (I-75 SB OVER US 25) 8-6.20	02731	LS	1.00	1.000		1.000	1.000	175,000.00		175,000.00
1730	ARROW PANEL	02775	EACH	6.00	6.000		2.000	2.000	1,500.00		3,000.00
1735	RELOCATE CRASH CUSHION	02898	EACH	11.00	11.000		7.000	7.000	2,200.00		15,400.00
1740	CONCRETE BARRIER WALL TYPE 9T	03171	LF	52,565.00	52,565.000		45,480.000	45,480.000	16.00		727,680.00
1745	ADJUST WATER VALVE	03425	EACH	1.00	1.000		0.000	0.000	250.00		0.00
1750	EROSION CONTROL BLANKET	05950	SQYD	7,132.00	7,132.000		138,973.551	138,973.551	1.00		138,973.55
1755	TEMP MULCH	05952	SQYD	1,858,560.00	1,858,560.000		0.000	0.000	0.08		0.00
1760	TEMP SEEDING AND PROTECTION	05953	SQYD	464,640.00	464,640.000		8,477.800	8,477.800	0.08		678.22
1765	INITIAL FERTILIZER	05963	TON	23.00	23.000		4.500	4.500	625.00		2,812.50
1770	20-10-10 FERTILIZER	05964	TON	23.00	23.000		12.000	12.000	625.00		7,500.00
1775	SEEDING AND PROTECTION	05985	SQYD	437,950.00	487,950.000		92,263.329	92,263.329	0.33		30,446.89
1780	FLEXIBLE DELINEATOR POST-M/W	06401	EACH	784.00	784.000		245.000	245.000	28.00		6,860.00
1785	FLEXIBLE DELINEATOR POST-M/Y	06404	EACH	77.00	77.000		89.000	89.000	28.00		2,492.00
1790	PAVE STRIPING-TEMP PAINT-6 IN	06511	LF	361,795.00	361,795.000		640,531.250	640,531.250	0.18		115,295.62
1795	PAVE STRIPING-THERMO-4 IN W	06540	LF	3,880.00	3,880.000		0.000	0.000	0.75		0.00
1800	PAVE STRIPING-THERMO-4 IN Y	06541	LF	7,574.00	7,574.000		0.000	0.000	0.75		0.00
1805	PAVE STRIPING-THERMO-6 IN W	06542	LF	79,234.00	79,234.000		89,121.000	89,121.000	0.62		55,255.02
1810	PAVE STRIPING-THERMO-6 IN Y	06543	LF	51,450.00	51,450.000		59,661.000	59,661.000	0.62		36,989.82
1815	PAVE STRIPING-THERMO-12 IN W	06546	LF	5,322.00	5,322.000		4,094.000	4,094.000	1.30		5,322.20
1820	PAVE STRIPING-TEMP REM TAPE-B	06549	LF	10,000.00	10,000.000		0.000	0.000	2.00		0.00
1825	PAVE STRIPING-TEMP REM TAPE-W	06550	LF	10,000.00	10,000.000		404.000	404.000	1.75		707.00
1830	PAVE STRIPING-TEMP REM TAPE-Y	06551	LF	10,000.00	10,000.000		395.000	395.000	1.75		691.25
1835	PAVE MARKING-THERMO STOP BAR-24IN	06568	LF	147.00	147.000		143.000	143.000	8.00		1,144.00
1840	PAVE MARKING-THERMO CROSS-HATCH	06569	SQFT	1,769.00	1,769.000		5,199.000	5,199.000	2.00		10,398.00
1845	PAVE MARKING-DOTTED LANE EXTEN	06572	LF	20.00	20.000		0.000	0.000	6.50		0.00
1850	PAVE MARKING-THERMO CURV ARROW	06574	EACH	38.00	38.000		39.000	39.000	80.00		3,120.00
1855	PAVE MARKING-THERMO MERGE ARROW	06578	EACH	6.00	6.000		9.000	9.000	275.00		2,475.00
1860	PAVEMENT MARKER TY IVA-MW TEMP	06585	EACH	10,366.00	10,366.000		2,221.000	2,221.000	5.20		11,549.20
1865	PAVEMENT MARKER TY IVA-MY TEMP	06586	EACH	4,476.00	4,476.000		207.000	207.000	5.20		1,076.40
1870	CONCRETE-CLASS A	08100	CUYD	3.77	3.770		3.380	3.380	500.00		1,690.00
1875	STEEL REINFORCEMENT	08150	LB	163.00	163.000		163.000	163.000	1.00		163.00
1880	CRASH CUSHION TY VI CLASS BT TL2	08901	EACH	2.00	2.000		0.000	0.000	4,500.00		0.00
1885	CRASH CUSHION TY VI CLASS BT TL3	08903	EACH	7.00	8.000		2.000	2.000	5,500.00		11,000.00
1890	FUEL ADJUSTMENT	10020NS	DOLL	190,100.00	190,100.000		54,376.000	54,376.000	1.00		54,376.00
1895	ASPHALT ADJUSTMENT	10030NS	DOLL	208,000.00	208,000.000		789,643.640	789,643.640	1.00		789,643.64
1900	OBJECT MARKER TY 3	20191ED	EACH	12.00	12.000		0.000	0.000	150.00		0.00
1905	LAW ENFORCEMENT OFFICER	20411ED	HOUR	500.00	500.000		0.000	0.000	50.00		0.00
1910	THRIE BEAM TO W BEAM CONNECTOR	20629NS719	EACH	2.00	2.000		2.000	2.000	500.00		1,000.00
1915	GUARDRAIL THRIE BEAM	21380ES719	LF	1,182.50	1,182.500		1,125.000	1,125.000	75.00		84,375.00
1920	PAVE MARK THERMO CONE CAP-SOLID YELLOW	21417ES717	SQFT	541.00	541.000		1,350.880	1,350.880	5.00		6,754.40
1925	CONC MEDIAN BARRIER TYPE 12C(50)	21430ES508	LF	21,534.00	21,534.000		21,443.500	21,443.500	86.00		1,844,141.00
1930	G/R STEEL W BEAM-S FACE (7 FT POST)	21802EN	LF	24,850.00	24,850.000		25,901.600	25,901.600	15.00		388,524.00
1935	PAVE MARK TEMP PAINT STOP BAR-24 IN	23010EN	LF	147.00	147.000		4,885.000	4,885.000	4.00		19,540.00
1940	CRASH CUSHION TY VI CLASS C TL3	23979EC	EACH	1.00	1.000		0.000	0.000	30,000.00		0.00
1945	REMOVE CABLE GUARDRAIL BARRIER SYSTEM	24255EC	LF	22,412.00	22,412.000		22,412.000	22,412.000	4.05		90,768.60
1950	INLAID PAVEMENT MARKER	24489EC	EACH	1,769.00	1,769.000		1,731.000	1,731.000	32.00		55,392.00
1955	CABLE BARRIER SYSTEM REMOVE & RESTORE 8-6.20	24707ED	LS	1.00	1.000		0.000	0.000	50,000.00		0.00
1960	PIPELINE INSPECTION	24814EC	LF	12,900.00	12,900.000		16,988.700	16,988.700	1.50		25,483.05
1965	CONTROL SYSTEM FOR INCIDENT MANAGEMENT 8-6.20	24873EC	LS	1.00	0.000		0.000	0.000	200,000.00		0.00
8009	MAINTAIN & CONTROL TRAFFIC Revised Price	02650	LS	0.00	1.000		1.000	1.000	275,000.00		275,000.00
8013	CONTROL SYSTEM FOR INCIDENT MANAGEMENT Revised	24873EC	LS	0.00	1.000		1.000	1.000	235,000.00		235,000.00
8022	INCENTIVE ADJUSTMENTS	10205NN	DOLL	0.00	1.000		1.000	1.000	500,000.00		500,000.00
8051	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		0.000	0.000	1.00		0.00
9000	MOBILIZATION DAM MITIGATION	02568	LS	0.00	1.000		1.000	1.000	30,994.30		30,994.30
9001	EROSION CONTROL DAM MITIGATION	21415ND	LS	0.00	1.000		1.000	1.000	32,346.96		32,346.96
9003	FABRIC-GEOTEXTILE TYPE II DAM MITIGATION	02597	SQYD	0.00	5,000.000		8,676.000	8,676.000	3.28		28,457.28
9004	EXCAVATION DAM MITIGATION	21554EN	CUYD	0.00	12,390.000		14,750.400	14,750.400	35.91		529,686.86
9005	GRANULAR EMBANKMENT DAM MITIGATION	02223	CUYD	0.00	20,195.000		20,887.300	20,887.300	47.01		981,911.97
9006	STAKING DAM MITIGATION	02726	LS	0.00	1.000		1.000	1.000	25,338.20		25,338.20
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0003 DRAINAGE
1970	ENTRANCE PIPE-15 IN	00440	LF	38.00	38.000		40.000	40.000	38.00		1,520.00
1975	CULVERT PIPE-15 IN	00461	LF	180.00	180.000		21.000	21.000	82.00		1,722.00
1980	CULVERT PIPE-18 IN	00462	LF	863.00	863.000		56.000	56.000	71.50		4,004.00
1985	CULVERT PIPE-24 IN	00464	LF	340.00	340.000		12.500	12.500	98.00		1,225.00
1990	CULVERT PIPE-30 IN	00466	LF	77.00	77.000		40.000	40.000	148.00		5,920.00
1995	CULVERT PIPE-36 IN	00468	LF	58.00	58.000		35.000	35.000	180.00		6,300.00
2000	CULVERT PIPE-72 IN	00474	LF	17.00	145.000		145.000	145.000	760.00		110,200.00
2005	STORM SEWER PIPE-15 IN	00521	LF	5,403.00	5,403.000		5,630.000	5,630.000	41.75		235,052.50
2010	STORM SEWER PIPE-18 IN	00522	LF	1,817.00	1,817.000		578.800	578.800	56.20		32,528.56
2015	STORM SEWER PIPE-24 IN	00524	LF	923.00	923.000		1,121.500	1,121.500	86.25		96,729.37
2020	STORM SEWER PIPE-30 IN	00526	LF	224.00	224.000		240.000	240.000	130.00		31,200.00
2025	PIPE CULVERT HEADWALL-15 IN	01202	EACH	5.00	5.000		5.000	5.000	1,175.00		5,875.00
2030	PIPE CULVERT HEADWALL-18 IN	01204	EACH	10.00	10.000		6.000	6.000	1,220.00		7,320.00
2035	PIPE CULVERT HEADWALL-24 IN	01208	EACH	5.00	5.000		3.000	3.000	1,400.00		4,200.00
2040	PIPE CULVERT HEADWALL-30 IN	01210	EACH	4.00	4.000		2.000	2.000	1,800.00		3,600.00
2045	PIPE CULVERT HEADWALL-36 IN	01212	EACH	3.00	3.000		2.000	2.000	2,000.00		4,000.00
2050	METAL END SECTION TY 2-18 IN	01381	EACH	2.00	2.000		0.000	0.000	2,550.00		0.00
2055	SLOPED BOX OUTLET TYPE 1-15 IN	01432	EACH	3.00	3.000		2.000	2.000	1,550.00		3,100.00
2060	S & F BOX INLET-OUTLET-18 IN	01450	EACH	1.00	1.000		1.000	1.000	2,150.00		2,150.00
2065	S & F BOX INLET-OUTLET-24 IN	01451	EACH	4.00	4.000		5.000	5.000	3,000.00		15,000.00
2070	S & F BOX INLET-OUTLET-30 IN	01452	EACH	3.00	3.000		3.000	3.000	4,200.00		12,600.00
2075	CURB BOX INLET TYPE B	01480	EACH	3.00	3.000		3.000	3.000	3,850.00		11,550.00
2080	DROP BOX INLET TYPE 1	01490	EACH	5.00	5.000		3.000	3.000	4,375.00		13,125.00
2085	DROP BOX INLET TYPE 2	01493	EACH	1.00	1.000		1.000	1.000	4,185.00		4,185.00
2090	DROP BOX INLET TYPE 5B	01505	EACH	3.00	3.000		1.000	1.000	3,515.00		3,515.00
2095	DROP BOX INLET TYPE 7	01538	EACH	1.00	1.000		1.000	1.000	4,445.00		4,445.00
2100	DROP BOX INLET TYPE 13G	01559	EACH	5.00	5.000		4.500	4.500	3,265.00		14,692.50
2105	DROP BOX INLET TYPE 13S	01568	EACH	1.00	1.000		3.000	3.000	4,500.00		13,500.00
2110	CAP DROP BOX INLET	01584	EACH	2.00	2.000		1.000	1.000	1,400.00		1,400.00
2115	JUNCTION BOX	01650	EACH	5.00	5.000		5.000	5.000	2,650.00		13,250.00
2120	ADJUST INLET	01719	EACH	1.00	1.000		1.000	1.000	5,325.00		5,325.00
2125	MANHOLE TYPE A	01756	EACH	2.00	2.000		3.000	3.000	3,300.00		9,900.00
2130	MANHOLE TYPE B	01761	EACH	1.00	1.000		1.000	1.000	4,500.00		4,500.00
2135	MANHOLE TYPE C	01767	EACH	1.00	2.000		0.500	0.500	12,000.00		6,000.00
2140	FABRIC GEOTEXTILE TY IV FOR PIPE	02600	SQYD	15,197.00	15,197.000		9,489.810	9,489.810	2.00		18,979.62
2145	S CIPP LINER 24 INCH	15007	LF	574.00	574.000		1,025.000	1,025.000	86.75		88,918.75
2150	S CIPP LINER 15 INCH	15124	LF	1,001.00	1,001.000		786.000	786.000	47.00		36,942.00
2155	S CIPP LINER 18 INCH	15125	LF	361.00	361.000		0.000	0.000	62.75		0.00
2160	S CIPP LINER 30 INCH	15128	LF	377.00	377.000		286.000	286.000	112.00		32,032.00
2165	S CIPP LINER 36 INCH	15129	LF	278.00	278.000		0.000	0.000	154.50		0.00
2170	S CIPP LINER 54 INCH	15132	LF	136.00	136.000		0.000	0.000	329.25		0.00
2175	S CIPP LINER 60 INCH	15133	LF	43.00	43.000		0.000	0.000	375.00		0.00
2180	S CIPP LINER 72 INCH	15135	LF	717.00	717.000		0.000	0.000	595.00		0.00
2185	CONC MED BARR BOX INLET TY 12B2-50	21602NN	EACH	8.00	8.000		6.000	6.000	8,700.00		52,200.00
2190	CONC MED BARR BOX INLET TY 12B2-50 (ASSYMETRICAL)	21602NN	EACH	2.00	2.000		13.000	13.000	9,555.00		124,215.00
2195	BORE AND JACK PIPE-24 IN	21799EN	LF	123.00	123.000		123.000	123.000	328.50		40,405.50
2200	CONC MED BARR BOX INLET TY 12A1-50 (ASSYMETRICAL)	22620NN	EACH	2.00	2.000		3.000	3.000	9,150.00		27,450.00
2205	BORE AND JACK PIPE-18 IN	23126EN	LF	361.00	361.000		361.000	361.000	581.00		209,741.00
2210	CONC MED BAR BOX INLET TY 12B1-50	23611NN	EACH	1.00	1.000		1.000	1.000	8,700.00		8,700.00
2215	CONC MED BAR BOX INLET TY 12B1-50 (ASSYMETRICAL)	23611NN	EACH	48.00	48.000		34.500	34.500	9,150.00		315,675.00
2220	PIPE CULVERT HEADWALL-72 IN	24025EC	EACH	1.00	2.000		2.000	2.000	20,750.00		41,500.00
8052	LOT PAY ADJUSTMENT	10000NS	DOLL	0.00	0.001		0.000	0.000	1.00		0.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0004 BRIDGE - US 25 DWG. 26371
2225	STRUCTURE GRANULAR BACKFILL	02231	CUYD	2,135.00	2,135.000		624.620	624.620	60.00		37,477.20
2230	REMOVE CONCRETE MASONRY	02403	CUYD	25.00	25.000		15.720	15.720	500.00		7,860.00
2235	MASONRY COATING	02998	SQYD	3,011.00	3,011.000		2,833.690	2,833.690	10.00		28,336.90
2240	ARMORED EDGE FOR CONCRETE	03299	LF	307.00	307.000		307.000	307.000	65.00		19,955.00
2245	STRUCTURE EXCAVATION-COMMON	08001	CUYD	2,869.00	2,869.000		2,826.750	2,826.750	30.00		84,802.50
2250	STRUCTURE EXCAV-SOLID ROCK	08002	CUYD	165.00	165.000		207.250	207.250	140.00		29,015.00
2255	CRUSHED AGGREGATE SLOPE PROT	08020	TON	1,126.00	1,126.000		967.420	967.420	40.00		38,696.80
2260	TEST PILES	08033	LF	221.00	221.000		221.000	221.000	65.00		14,365.00
2265	PRE-DRILLING FOR PILES	08039	LF	380.00	380.000		372.500	372.500	245.00		91,262.50
2270	PILES-STEEL HP12X53	08046	LF	3,825.00	3,825.000		3,940.370	3,940.370	65.00		256,124.05
2275	PILE POINTS-12 IN	08094	EACH	147.00	147.000		147.000	147.000	120.00		17,640.00
2280	CONCRETE-CLASS A	08100	CUYD	981.70	981.700		975.150	975.150	825.00		804,498.75
2285	CONCRETE-CLASS AA	08104	CUYD	1,523.80	1,523.800		1,523.800	1,523.800	800.00		1,219,040.00
2290	STEEL REINFORCEMENT	08150	LB	134,604.00	134,604.000		134,604.000	134,604.000	1.10		148,064.40
2295	STEEL REINFORCEMENT-EPOXY COATED	08151	LB	374,320.00	374,320.000		374,320.000	374,320.000	1.50		561,480.00
2300	APPROACH SLAB	08500	SQYD	851.00	851.000		851.000	851.000	250.00		212,750.00
2305	RAIL SYSTEM TYPE III	21532ED	LF	550.00	550.000		550.000	550.000	110.00		60,500.00
2310	DECK DRAIN	23813EC	EACH	4.00	4.000		4.000	4.000	2,000.00		8,000.00
2315	PPC I-BEAM HN 54 49	24463ED	LF	4,319.00	4,319.000		4,319.000	4,319.000	350.00		1,511,650.00
2320	RAIL SYSTEM TYPE 15	24943ED	LF	550.00	550.000		550.000	550.000	200.00		110,000.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0005 BRIDGE - LAKE LINVILLE ROAD - DWG. 26372
2325	STRUCTURE GRANULAR BACKFILL	02231	CUYD	879.00	879.000		310.448	310.448	60.00		18,626.88
2330	REMOVE CONCRETE MASONRY	02403	CUYD	20.00	25.000		20.000	20.000	650.00		13,000.00
2335	MASONRY COATING	02998	SQYD	537.00	537.000		650.930	650.930	10.00		6,509.30
2340	ARMORED EDGE FOR CONCRETE	03299	LF	286.00	286.000		286.000	286.000	65.00		18,590.00
2345	STRUCTURE EXCAVATION-COMMON	08001	CUYD	221.00	221.000		112.410	112.410	75.00		8,430.75
2350	STRUCTURE EXCAV-SOLID ROCK	08002	CUYD	49.00	49.000		157.590	157.590	150.00		23,638.50
2355	CONCRETE-CLASS A	08100	CUYD	173.60	173.600		173.600	173.600	900.00		156,240.00
2360	CONCRETE-CLASS AA	08104	CUYD	457.20	457.200		457.200	457.200	900.00		411,480.00
2365	STEEL REINFORCEMENT	08150	LB	10,714.00	10,714.000		10,714.000	10,714.000	1.25		13,392.50
2370	STEEL REINFORCEMENT-EPOXY COATED	08151	LB	110,135.00	110,135.000		110,135.000	110,135.000	1.50		165,202.50
2375	APPROACH SLAB	08500	SQYD	792.00	792.000		792.000	792.000	250.00		198,000.00
2380	PRECAST PC I BEAM TYPE 3	08633	LF	1,423.00	1,423.000		1,423.000	1,423.000	265.00		377,095.00
2385	RAIL SYSTEM TYPE III	21532ED	LF	165.00	165.000		165.000	165.000	130.00		21,450.00
2390	RAIL SYSTEM TYPE 15	24943ED	LF	165.00	165.000		165.000	165.000	250.00		41,250.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0006 BRIDGE - CULVERT #1 - LAKE LINVILLE SPILLWAY - DWG. 26373
2395	STRUCTURE GRANULAR BACKFILL	02231	CUYD	947.00	947.000		1,002.650	1,002.650	60.00		60,159.00
2400	STRUCTURE EXCAVATION-COMMON	08001	CUYD	270.00	270.000		172.000	172.000	20.00		3,440.00
2405	CONCRETE-CLASS A	08100	CUYD	37.00	37.000		37.000	37.000	650.00		24,050.00
2410	STEEL REINFORCEMENT	08150	LB	8,090.00	8,090.000		8,090.000	8,090.000	1.00		8,090.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0007 SIGNING
2415	OBJECT MARKER TYPE 2	02565	EACH	8.00	8.000		6.000	6.000	150.00		900.00
2420	BARRIER MOUNTING BRACKET	04904	EACH	25.00	25.000		24.000	24.000	300.00		7,200.00
2425	GMSS GALV STEEL TYPE A	06400	LB	10,419.00	10,419.000		11,993.070	11,993.070	4.00		47,972.28
2430	SBM ALUMINUM PANEL SIGNS	06405	SQFT	1,759.30	1,759.300		1,495.750	1,495.750	20.00		29,915.00
2435	SBM ALUM SHEET SIGNS .080 IN	06406	SQFT	270.80	270.800		376.813	376.813	12.00		4,521.75
2440	SBM ALUM SHEET SIGNS .125 IN	06407	SQFT	1,090.00	1,090.000		910.880	910.880	14.00		12,752.32
2445	STEEL POST TYPE 1	06410	LF	2,187.50	2,187.500		1,616.500	1,616.500	7.00		11,315.50
2450	STEEL POST MILE MARKERS	06412	EACH	44.00	44.000		54.000	54.000	125.00		6,750.00
2455	GMSS GALV STEEL TYPE C	06441	LB	7,204.30	7,204.300		9,703.750	9,703.750	7.00		67,926.25
2460	REMOVE SIGN SUPPORT BEAM	06451	EACH	31.00	31.000		28.000	28.000	250.00		7,000.00
2465	CLASS A CONCRETE FOR SIGNS	06490	CUYD	65.80	65.800		70.010	70.010	500.00		35,005.00
2470	STEEL REINFORCEMENT FOR SIGNS	06491	LB	3,647.00	3,647.000		1,995.000	1,995.000	4.00		7,980.00
2475	REMOVE & RELOCATE SIGNS	20418ED	EACH	13.00	13.000		15.000	15.000	1,000.00		15,000.00
2480	ROADWAY CROSS SECTION	20419ND	EACH	19.00	19.000		22.000	22.000	100.00		2,200.00
2485	BARRIER WALL POST	20912ND	EACH	3.00	3.000		5.000	5.000	750.00		3,750.00
2490	REMOVE SIGN	21373ND	EACH	2.00	2.000		2.000	2.000	500.00		1,000.00
2495	GMSS TYPE D	21596ND	EACH	44.00	44.000		20.000	20.000	350.00		7,000.00
2500	BARCODE SIGN INVENTORY	24631EC	EACH	203.00	203.000		164.000	164.000	20.00		3,280.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0008 SIGNALIZATION
2505	CONDUIT-1 IN	04792	LF	15.00	15.000		24.000	24.000	7.50		180.00
2510	ELECTRICAL JUNCTION BOX TYPE B	04811	EACH	3.00	3.000		3.000	3.000	2,224.03		6,672.09
2515	TRENCHING AND BACKFILLING	04820	LF	220.00	220.000		117.000	117.000	3.91		457.47
2520	LOOP WIRE	04830	LF	2,500.00	2,500.000		2,668.000	2,668.000	0.67		1,787.56
2525	CABLE-NO. 14/5C	04844	LF	1,500.00	1,500.000		1,606.000	1,606.000	2.58		4,143.48
2530	CABLE-NO. 14/1 PAIR	04850	LF	2,500.00	2,500.000		2,980.000	2,980.000	1.66		4,946.80
2535	MESSENGER-15400 LB	04886	LF	400.00	400.000		350.000	350.000	6.10		2,135.00
2540	LOOP SAW SLOT AND FILL	04895	LF	800.00	800.000		857.000	857.000	7.61		6,521.77
2545	INSTALL CONTROLLER TYPE 170	04931	EACH	1.00	1.000		1.000	1.000	30,813.76		30,813.76
2550	INSTALL STEEL STRAIN POLE	04932	EACH	3.00	3.000		3.000	3.000	9,307.20		27,921.60
2555	INSTALL LED SIGNAL-3 SECTION	20188NS835	EACH	8.00	8.000		8.000	8.000	764.34		6,114.72
2560	INSTALL LED SIGNAL- 4 SECTION	20266ES835	EACH	2.00	2.000		2.000	2.000	2,669.30		5,338.60
2565	INSTALL COORDINATING UNIT	20390NS835	EACH	1.00	1.000		1.000	1.000	6,468.12		6,468.12
2570	TRAFFIC SIGNAL POLE BASE	23157EN	CUYD	16.00	16.000		14.520	14.520	993.15		14,420.53
2575	PVC CONDUIT-1 1/4 IN-SCHEDULE 80	24900EC	LF	140.00	140.000		50.000	50.000	3.18		159.00
2580	PVC CONDUIT-2 IN-SCHEDULE 80	24901EC	LF	80.00	80.000		74.000	74.000	4.44		328.56
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0009 LIGHTING
2585	POLE 120 FT MTG HT HIGH MAST	04714	EACH	4.00	4.000		3.000	3.000	30,703.53		92,110.59
2590	CONDUIT-3 IN	04797	LF	330.00	330.000		746.000	746.000	24.14		18,008.44
2595	MARKER	04800	EACH	17.00	17.000		15.000	15.000	277.76		4,166.40
2600	TRENCHING AND BACKFILLING	04820	LF	6,485.00	6,485.000		5,960.000	5,960.000	2.49		14,840.40
2605	CABLE-NO. 8/3C DUCTED	04860	LF	4,226.00	4,226.000		2,100.000	2,100.000	3.44		7,224.00
2610	REMOVE LIGHTING 8-6.20	04940	LS	1.00	1.000		1.000	1.000	45,617.50		45,617.50
2615	ELECTRICAL JUNCTION BOX TYPE A	20391NS835	EACH	9.00	9.000		10.000	10.000	811.95		8,119.50
2620	MAINTAIN LIGHTING 8-6.20	20410ED	LS	1.00	1.000		0.300	0.300	9,192.52		2,757.75
2625	BORE AND JACK CONDUIT	21543EN	LF	330.00	330.000		626.000	626.000	26.88		16,826.88
2630	POLE BASE-HIGH MAST	23161EN	CUYD	22.00	22.000		25.110	25.110	732.13		18,383.78
2635	HIGH MAST LED LUMINAIRE	24749EC	EACH	20.00	20.000		15.000	15.000	1,797.86		26,967.90
2640	CABLE-NO. 10/3C DUCTED	24851EC	LF	7,520.00	7,520.000		7,543.000	7,543.000	3.55		26,777.65
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0010 INTELLIGENT TRANSPORATION SYSTEMS
2645	TRENCHING AND BACKFILLING	04820	LF	1,300.00	1,300.000		50.000	50.000	2.13		106.50
2650	SITE PREPARATION 8-6.20	20257NC	LS	1.00	1.000		1.000	1.000	6,646.06		6,646.06
2655	WINCH LOWERING TOOL	21058ND	EACH	2.00	2.000		2.000	2.000	5,464.12		10,928.24
2660	MODEL 336 ENCLOSURE	21066ND	EACH	1.00	1.000		1.000	1.000	6,744.23		6,744.23
2665	SURGE DEVICE 120 VOLT	21069ND	EACH	1.00	1.000		1.000	1.000	2,754.26		2,754.26
2670	DATA SURGE DEVICE	21071ND	EACH	1.00	1.000		1.000	1.000	2,715.52		2,715.52
2675	TRANSFORMER 480/120	21079ND	EACH	1.00	1.000		1.000	1.000	10,120.24		10,120.24
2680	RACK MOUNTED UPS	21489ND	EACH	1.00	1.000		1.000	1.000	4,078.78		4,078.78
2685	WEB CAMERA ASSEMBLY	22403NN	EACH	1.00	1.000		1.000	1.000	9,779.42		9,779.42
2690	COMMUNICATION CABLE	23150NN	LF	50.00	50.000		50.000	50.000	3.65		182.50
2695	POLE WITH LOWERING DEVICE	23151NN	EACH	1.00	1.000		1.000	1.000	24,839.46		24,839.46
2700	TRAFFIC SIGNAL POLE BASE	23157EN	CUYD	4.00	4.000		4.450	4.450	1,116.12		4,966.73
2705	VIDEO SURVEILLANCE CONTROLLER	23941EC	EACH	1.00	1.000		1.000	1.000	5,494.80		5,494.80
2710	ADVANCED GROUNDING SYSTEM	23944EC	EACH	1.00	1.000		1.000	1.000	11,444.62		11,444.62
2715	CABLE-NO. 10/3C DUCTED	24851EC	LF	1,500.00	1,500.000		1,112.000	1,112.000	3.46		3,847.52
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0011 WATERLINE
2720	FLOWABLE FILL	02220	CUYD	80.00	80.000		46.000	46.000	114.00		5,244.00
2725	W CAP EXISTING MAIN	14003	EACH	2.00	2.000		2.000	2.000	585.00		1,170.00
2730	W ENCASEMENT STEEL OPEN CUT RANGE 1	14012	LF	165.00	165.000		165.000	165.000	100.00		16,500.00
2735	W FLUSHING ASSEMBLY	14023	EACH	1.00	1.000		1.000	1.000	1,800.00		1,800.00
2740	W PIPE PVC 03 INCH	14057	LF	1,240.00	1,240.000		1,245.000	1,245.000	29.00		36,105.00
2745	W TAPPING SLEEVE AND VALVE SIZE 1	14089	EACH	2.00	2.000		2.000	2.000	3,015.00		6,030.00
2750	W TIE-IN 03 INCH	14092	EACH	1.00	1.000		1.000	1.000	2,030.00		2,030.00
2755	W VALVE CUT-IN 03 INCH	14115	EACH	1.00	1.000		0.000	0.000	1,616.00		0.00
2760	PAVEMENT REPAIR	20757ED	SQYD	15.00	15.000		0.000	0.000	39.00		0.00
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0012 TRAINEES
1715	TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON	02742	HOUR	1,200.00	1,200.000		1,200.000	1,200.000	1.00		1,200.00
1720	TRAINEE PAYMENT REIMBURSEMENT CEMENT MASON	02742	HOUR	1,200.00	1,200.000		1,200.000	1,200.000	1.00		1,200.00
1725	TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3 OR 4 OPERATOR	02742	HOUR	1,400.00	1,400.000		1,290.250	1,290.250	1.00		1,290.25
Project	DE10200751802		Fed/State Project Number		NHPP IM 0752 (095)			Category	0013 DEMOBILIZATION &/OR MOBILIZATION
2765	MOBILIZATION	02568	LS	1.00	1.000		1.000	1.000	340,000.00		340,000.00
2770	DEMOBILIZATION	02569	LS	1.00	1.000	0.250	0.000	0.250	588,812.49	147,203.12	147,203.12
									SUBTOT	$257,237.95	$85,266,073.43
LNNBR	STOCKPILE ADJUSTMENTS		UNIT		ADJ. QUANTITY		EST NBR		UNIT PRICE		ADJUSTED AMOUNT
2260-1-0I	PILES		LF		221.00		0003		$20.370000		$4,501.77
2270-4-0I	PILES		LF		860.00		0003		$20.370000		$17,518.20
2270-3-0I	PILES		LF		890.00		0003		$20.370000		$18,129.30
2270-2-0I	PILES		LF		885.00		0003		$20.370000		$18,027.45
2270-1-0I	PILES		LF		659.00		0003		$20.370000		$13,423.83
2275-4-0I	PILE POINTS		EACH		47.00		0003		$66.760000		$3,137.72
2275-3-0I	PILE POINTS		EACH		20.00		0003		$84.890000		$1,697.80
2275-2-0I	PILE POINTS		EACH		30.00		0003		$66.760000		$2,002.80
2275-1-0I	PILE POINTS		EACH		42.00		0003		$66.760000		$2,803.92
2315-1-0I	I BEAM, TYPE 4		LF		3,244.71		0010		$213.383000		$692,365.95
1930-1-0I	GDRAIL GALV AW .109		LF		24,850.00		0011		$15.000000		$279,562.50
2315-2-0I	I BEAM, TYPE 4		LF		1,074.59		0019		$213.383000		$229,299.24
2585-2-0I	TRAFFIC INCIDENTAL		EACH		4.00		0024		$11928.270000		$47,713.08
2585-1-0I	TRAFFIC INCIDENTAL		EACH		4.00		0024		$1842.810000		$7,371.24
2635-1-0I	TRAFFIC INCIDENTAL		EACH		20.00		0024		$13.370000		$267.40
2660-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$3136.810000		$3,136.81
2665-1-0I	NO MATL		EACH		1.00		0024		$100.700000		$100.70
2670-1-0I	NO MATL		EACH		1.00		0024		$65.460000		$65.46
2680-1-0I	NO MATL		EACH		1.00		0024		$1057.350000		$1,057.35
2685-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$4007.860000		$4,007.86
2705-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0024		$1857.920000		$1,857.92
2585-3-0I	TRAFFIC INCIDENTAL		EACH		4.00		0025		$5449.330000		$21,797.32
2635-2-0I	WIRE, ELECTRICAL		EACH		20.00		0025		$1200.060000		$24,001.20
2655-1-0I	NO MATL		EACH		2.00		0030		$3796.390000		$7,592.78
2695-1-0I	TRAFFIC INCIDENTAL		EACH		1.00		0030		$18629.595000		$18,629.59
2270-4-0A	PILES		LF		402.24		0007		$20.370000		$-8,193.63
2270-3-0A	PILES		LF		402.24		0007		$20.370000		$-8,193.63
2270-2-0A	PILES		LF		402.24		0007		$20.370000		$-8,193.63
2270-1-0A	PILES		LF		402.24		0007		$20.370000		$-8,193.63
2275-4-0A	PILE POINTS		EACH		18.00		0007		$66.760000		$-1,201.68
2275-3-0A	PILE POINTS		EACH		18.00		0007		$84.890000		$-1,528.02
2275-2-0A	PILE POINTS		EACH		18.00		0007		$66.760000		$-1,201.68
2275-1-0A	PILE POINTS		EACH		18.00		0007		$66.760000		$-1,201.68
2260-1-0A	PILES		LF		21.67		0008		$20.370000		$-441.42
2270-4-0A	PILES		LF		196.41		0008		$20.370000		$-4,000.87
2270-3-0A	PILES		LF		196.41		0008		$20.370000		$-4,000.87
2270-2-0A	PILES		LF		196.41		0008		$20.370000		$-4,000.87
2270-1-0A	PILES		LF		196.41		0008		$20.370000		$-4,000.87
2275-3-0A	PILE POINTS		EACH		2.00		0008		$84.890000		$-169.78
2275-2-0A	PILE POINTS		EACH		9.00		0008		$66.760000		$-600.84
2275-1-0A	PILE POINTS		EACH		9.00		0008		$66.760000		$-600.84
2275-4-0A	PILE POINTS		EACH		9.00		0008		$66.760000		$-600.84
2270-4-0A	PILES		LF		224.01		0009		$20.370000		$-4,563.08
2270-3-0A	PILES		LF		224.01		0009		$20.370000		$-4,563.08
2270-2-0A	PILES		LF		224.01		0009		$20.370000		$-4,563.08
2270-1-0A	PILES		LF		60.35		0009		$20.370000		$-1,229.33
2275-4-0A	PILE POINTS		EACH		9.00		0009		$66.760000		$-600.84
2275-2-0A	PILE POINTS		EACH		3.00		0009		$66.760000		$-200.28
2275-1-0A	PILE POINTS		EACH		9.00		0009		$66.760000		$-600.84
2315-1-0A	I BEAM, TYPE 4		LF		970.33		0010		$213.383000		$-207,051.93
2270-4-0A	PILES		LF		37.34		0011		$20.370000		$-760.62
2270-3-0A	PILES		LF		67.34		0011		$20.370000		$-1,371.72
2270-2-0A	PILES		LF		62.34		0011		$20.370000		$-1,269.87
2275-4-0A	PILE POINTS		EACH		11.00		0011		$66.760000		$-734.36
2275-1-0A	PILE POINTS		EACH		6.00		0011		$66.760000		$-400.56
2260-1-0A	PILES		LF		52.70		0012		$20.370000		$-1,073.50
2315-1-0A	I BEAM, TYPE 4		LF		578.21		0012		$213.383000		$-123,380.18
2315-1-0A	I BEAM, TYPE 4		LF		601.08		0013		$213.383000		$-128,260.25
1930-1-0A	GDRAIL GALV AW .109		LF		937.50		0020		$15.000000		$-10,546.87
2260-1-0A	PILES		LF		23.92		0020		$20.370000		$-487.25
1930-1-0A	GDRAIL GALV AW .109		LF		2,737.50		0021		$15.000000		$-30,796.87
2260-1-0A	PILES		LF		50.25		0022		$20.370000		$-1,023.59
2315-2-0A	I BEAM, TYPE 4		LF		1,072.23		0024		$213.383000		$-228,795.66
2315-1-0A	I BEAM, TYPE 4		LF		1,072.23		0024		$213.383000		$-228,795.65
1930-1-0A	GDRAIL GALV AW .109		LF		462.45		0026		$15.000000		$-5,202.56
1930-1-0A	GDRAIL GALV AW .109		LF		3,946.87		0027		$15.000000		$-44,402.34
1930-1-0A	GDRAIL GALV AW .109		LF		3,403.12		0030		$15.000000		$-38,285.16
1930-1-0A	GDRAIL GALV AW .109		LF		770.62		0031		$15.000000		$-8,669.53
1930-1-0A	GDRAIL GALV AW .109		LF		1,012.50		0033		$15.000000		$-11,390.62
2260-1-0A	PILES		LF		23.17		0033		$20.370000		$-471.97
2315-2-0A	I BEAM, TYPE 4		LF		2.36		0034		$213.383000		$-503.58
2315-1-0A	I BEAM, TYPE 4		LF		22.86		0034		$213.383000		$-4,877.94
2260-1-0A	PILES		LF		49.29		0035		$20.370000		$-1,004.04
2660-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0035		$3136.810000		$-3,136.81
2665-1-0A	NO MATL		EACH		1.00		0035		$100.700000		$-100.70
2695-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0035		$18629.595000		$-18,629.59
1930-1-0A	GDRAIL GALV AW .109		LF		3,393.75		0036		$15.000000		$-38,179.69
2585-3-0A	TRAFFIC INCIDENTAL		EACH		1.00		0036		$5449.330000		$-5,449.33
2585-2-0A	TRAFFIC INCIDENTAL		EACH		1.00		0036		$11928.270000		$-11,928.27
2585-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0036		$1842.810000		$-1,842.81
2635-2-0A	WIRE, ELECTRICAL		EACH		5.00		0036		$1200.060000		$-6,000.30
2635-1-0A	TRAFFIC INCIDENTAL		EACH		5.00		0036		$13.370000		$-66.85
1930-1-0A	GDRAIL GALV AW .109		LF		1,097.81		0037		$15.000000		$-12,350.39
1930-1-0A	GDRAIL GALV AW .109		LF		1,012.50		0038		$15.000000		$-11,390.62
1930-1-0A	GDRAIL GALV AW .109		LF		9.37		0039		$15.000000		$-105.47
2585-3-0A	TRAFFIC INCIDENTAL		EACH		2.00		0039		$5449.330000		$-10,898.66
2585-2-0A	TRAFFIC INCIDENTAL		EACH		2.00		0039		$11928.270000		$-23,856.54
2585-1-0A	TRAFFIC INCIDENTAL		EACH		2.00		0039		$1842.810000		$-3,685.62
2635-2-0A	WIRE, ELECTRICAL		EACH		10.00		0039		$1200.060000		$-12,000.60
2635-1-0A	TRAFFIC INCIDENTAL		EACH		10.00		0039		$13.370000		$-133.70
2655-1-0A	NO MATL		EACH		2.00		0040		$3796.390000		$-7,592.78
2670-1-0A	NO MATL		EACH		1.00		0040		$65.460000		$-65.46
2680-1-0A	NO MATL		EACH		1.00		0040		$1057.350000		$-1,057.35
2685-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0040		$4007.860000		$-4,007.86
2705-1-0A	TRAFFIC INCIDENTAL		EACH		1.00		0040		$1857.920000		$-1,857.92
1930-1-0A	GDRAIL GALV AW .109		LF		43.12		0044		$15.000000		$-485.16
1930-1-0A	GDRAIL GALV AW .109		LF		40.31		0063		$15.000000		$-453.52
1930-1-0A	GDRAIL GALV AW .109		LF		315.00		0066		$15.000000		$-3,543.75
1930-1-0A	GDRAIL GALV AW .109		LF		243.75		0070		$15.000000		$-2,742.19
									SUBTOT		$86,305.32