Report_Id: 111324 Est NO 0083 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 111324 | Estimate Number | 0083 | Estimate Type | PROGRESS | ||
District Office | MADISONVILLE (02360) West, Matthew B. | ||||||
Contractor | YAGER MATERIALS LLC | ADDR SN 1 VC Code VC0000007717 | |||||
PO BOX 2000 | |||||||
OWENSBORO , KY , 42302 | |||||||
Pay Period | 01/01/2015 TO 01/15/2015 | ||||||
Date Approved | 01/27/2015 | ||||||
Primary Proj Number | DE03000601124 | ||||||
Project No. | STP 0604 (011) | ||||||
Primary County | DAVIESS | ||||||
Name of Road | OWENSBORO BYPASS (US 60) | ||||||
Description | RELOCATE US 60 BYPASS FROM THE US 60B/KY 54 INTERCHANGE EXTENDING TO KY 144 INTERCHANGE | ||||||
Date Let | 07/15/2011 | Formal Acceptance | |||||
Date Awarded | 07/27/2011 | Date Work Began | 08/24/2011 | ||||
Date Contract Executed | 08/15/2011 | Open To Traffic | |||||
Date NTP Issued | 08/15/2011 | Actual Completion Date | |||||
Current Contract Amount | $43,402,900.61 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $38,673,676.26 |
Total Earnings | $36,392,642.63 |
$36,321,808.18 |
$70,834.45 |
|
Percent Complete | 84.58 |
Stockpiled Materials | $318,152.44 |
$323,835.02 |
$-5,682.58 |
|
Funds Available | $6,692,105.54 |
Gross Earnings | $36,710,795.07 |
$36,645,643.20 |
$65,151.87 |
|
Total Change Orders | $4,729,224.35 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $36,710,795.07 |
$36,645,643.20 |
$65,151.87 |
|||
Contract Id | 111324 | Change Order Summary |
County | DAVIESS | ||||||
Estimate Nbr | 0083 | Project Number | STP 0604 (011) | |||||||
Contractor | YAGER MATERIALS LLC | Period | 01/01/2015 TO 01/15/2015 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Temporary Seeding and Protection | Approved | 12/14/2011 | $144,000.00 | 5.0 | |||||
002 | Non Spec Material - #68 Aggregate Override | Approved | 04/04/2012 | $0.00 | 0.0 | |||||
004 | phasing change | Approved | 08/27/2012 | $4,208,107.65 | 177.0 | |||||
005 | Fuel and Asphalt Adjustments | Approved | 08/10/2012 | $0.00 | 177.0 | |||||
006 | erosion control items and undercut | Approved | 09/24/2012 | $166,930.50 | 6.0 | |||||
007 | Lot Pay Adjustment Override | Approved | 09/06/2012 | $0.00 | 0.0 | |||||
008 | Liquidated Damages Override | Approved | 09/12/2012 | $0.00 | 0.0 | |||||
009 | Subgrade Undercut and Striping Removal | Approved | 01/16/2013 | $44,307.50 | 2.0 | |||||
010 | Structure 25911 and 25912 Overruns | Approved | 04/25/2013 | $138,128.15 | 5.0 | |||||
011 | Force Account Work/#2 Stone | Approved | 04/30/2013 | $13,308.00 | 1.0 | |||||
012 | Accounting adjustment | Approved | 08/06/2013 | $0.00 | 0.0 | |||||
013 | Pleasant Valley Rd Turning Lane | Approved | 01/24/2014 | $14,442.55 | 7.0 | |||||
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 | 111324 | COMMONWEALTH OF KENTUCKY |
County | DAVIESS | ||||||
Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE03000601124 | ||||||
Estimate Nbr | 0083 | Period | 01/01/2015 TO 01/15/2015 | |||||||
Contractor | YAGER MATERIALS LLC | |||||||||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | 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 | |
1001 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,480.00 | 0.00 | |||
1002 | ISLAND CURB AND GUTTER | 01825 | LF | 462.00 | 462.000 | 815.160 | 815.160 | 22.08 | 17,998.73 | |||
1003 | ASPHALT WEDGE CURB | 01897 | LF | 3,045.00 | 3,045.000 | 3,033.300 | 3,033.300 | 5.52 | 16,743.81 | |||
1004 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 14.000 | 14.000 | 375.10 | 5,251.40 | |||
1005 | REMOVE PAVEMENT | 02091 | SQYD | 25,912.00 | 25,912.000 | 2,068.610 | 2,068.610 | 0.88 | 1,820.37 | |||
1006 | TEMP DITCH | 02159 | LF | 52,150.00 | 52,150.000 | 4,453.000 | 4,453.000 | 0.61 | 2,716.33 | |||
1007 | CLEAN TEMP DITCH | 02160 | LF | 52,150.00 | 52,150.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
1008 | GRANULAR EMBANKMENT | 02223 | CUYD | 37,000.00 | 37,000.000 | 19,572.980 | 19,572.980 | 23.68 | 463,488.16 | |||
1009 | WATER | 02242 | MGAL | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
1010 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 36,025.00 | 36,025.000 | 28,027.000 | 28,027.000 | 4.64 | 130,045.28 | |||
1011 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 22,525.00 | 22,525.000 | 19,579.000 | 19,579.000 | 15.84 | 310,131.36 | |||
1012 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 550.00 | 550.000 | 550.000 | 550.000 | 23.53 | 12,941.50 | |||
1013 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 52.53 | 315.18 | |||
1014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 2,393.18 | 38,290.88 | |||
1015 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 5,293.95 | 26,469.75 | |||
1016 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 26.00 | 26.000 | 33.000 | 33.000 | 2,009.87 | 66,325.71 | |||
1017 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 28.00 | 28.000 | 25.000 | 25.000 | 657.25 | 16,431.25 | |||
1018 | REMOVE GUARDRAIL | 02381 | LF | 3,146.00 | 3,146.000 | 2,062.500 | 2,062.500 | 2.01 | 4,145.62 | |||
1019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 250.86 | 2,257.74 | |||
1020 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 154.00 | 154.000 | 0.000 | 0.000 | 85.29 | 0.00 | |||
1021 | WITNESS POST | 02432 | EACH | 154.00 | 154.000 | 0.000 | 0.000 | 65.22 | 0.00 | |||
1022 | CHANNEL LINING CLASS II | 02483 | TON | 1,499.00 | 4,499.000 | 7,701.500 | 7,701.500 | 26.49 | 204,012.73 | |||
1023 | CHANNEL LINING CLASS III | 02484 | TON | 1,550.00 | 1,550.000 | 1,580.400 | 1,580.400 | 29.82 | 47,127.52 | |||
1024 | CLEARING AND GRUBBING (183 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 162,109.09 | 145,898.18 | |||
1025 | SIGNS | 02562 | SQFT | 540.00 | 540.000 | 1,723.610 | 1,723.610 | 12.74 | 21,958.79 | |||
1026 | EDGE KEY | 02585 | LF | 230.00 | 230.000 | 50.000 | 50.000 | 36.32 | 1,816.00 | |||
1027 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 196,300.00 | 199,300.000 | 86,225.810 | 86,225.810 | 0.93 | 80,190.00 | |||
1028 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.800 | 0.850 | 115,292.03 | 5,764.60 | 97,998.22 | |
1029 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 18,433.90 | 14,747.12 | |||
1030 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 4,967.37 | 29,804.22 | |||
1031 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 1,705.83 | 3,411.66 | |||
1032 | SETTLEMENT PLATFORM REVISED : 7-13-11 | 02692 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 802.74 | 6,421.92 | |||
1033 | TEMP SILT FENCE | 02701 | LF | 52,150.00 | 52,150.000 | 3,578.000 | 3,578.000 | 1.61 | 5,760.58 | |||
1034 | SILT TRAP TYPE A | 02703 | EACH | 420.00 | 420.000 | 9.000 | 9.000 | 122.54 | 1,102.86 | |||
1035 | SILT TRAP TYPE B | 02704 | EACH | 420.00 | 420.000 | 234.000 | 234.000 | 122.54 | 28,674.36 | |||
1036 | SILT TRAP TYPE C | 02705 | EACH | 210.00 | 210.000 | 42.000 | 42.000 | 123.30 | 5,178.60 | |||
1037 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 840.00 | 840.000 | 0.000 | 0.000 | 67.63 | 0.00 | |||
1038 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 840.00 | 840.000 | 355.000 | 355.000 | 67.63 | 24,008.65 | |||
1039 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 420.00 | 420.000 | 90.000 | 90.000 | 67.63 | 6,086.70 | |||
1040 | CLEAN TEMP SILT FENCE | 02709 | LF | 104,300.00 | 104,300.000 | 0.000 | 0.000 | 1.22 | 0.00 | |||
1041 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.800 | 0.850 | 133,250.16 | 6,662.50 | 113,262.63 | |
1042 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 1.000 | 3.000 | 4.000 | 349.19 | 349.19 | 1,396.76 | |
1043 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,518.87 | 22,075.48 | |||
1044 | TUBULAR MARKERS | 03225 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 25.81 | 0.00 | |||
1045 | STEEL PIPE-2 1/2 IN | 03340 | LF | 32.00 | 32.000 | 154.790 | 154.790 | 55.19 | 8,542.86 | |||
1046 | STEEL PIPE-4 IN | 03343 | LF | 141.00 | 141.000 | 171.730 | 171.730 | 60.21 | 10,339.86 | |||
1047 | EROSION CONTROL BLANKET | 05950 | SQYD | 86,661.00 | 154,661.000 | 151,718.220 | 151,718.220 | 1.05 | 159,304.13 | |||
1048 | TEMP MULCH | 05952 | SQYD | 1,016,400.00 | 1,016,400.000 | 24,088.000 | 416,263.000 | 440,351.000 | 0.15 | 3,613.20 | 66,052.65 | |
1049 | SEEDING AND PROTECTION | 05985 | SQYD | 498,520.00 | 498,520.000 | 318,805.670 | 318,805.670 | 0.27 | 86,077.53 | |||
1050 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 58,955.00 | 58,955.000 | 49,813.140 | 49,813.140 | 0.10 | 4,981.31 | |||
1051 | SODDING | 05990 | SQYD | 8,432.00 | 8,432.000 | 6,224.330 | 6,224.330 | 3.01 | 18,735.23 | |||
1052 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 34,830.00 | 34,830.000 | 24,454.000 | 24,454.000 | 0.19 | 4,646.26 | |||
1053 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 8,098.00 | 8,098.000 | 6,225.000 | 6,225.000 | 0.63 | 3,921.75 | |||
1054 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 192,700.00 | 192,700.000 | 165,493.700 | 165,493.700 | 0.21 | 34,753.67 | |||
1055 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,814.00 | 3,814.000 | 5,427.000 | 5,427.000 | 9.28 | 50,362.56 | |||
1056 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 20,120.00 | 20,120.000 | 2,638.000 | 2,638.000 | 0.63 | 1,661.94 | |||
1057 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 130.00 | 130.000 | 0.000 | 0.000 | 21.07 | 0.00 | |||
1058 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 314.00 | 314.000 | 141.000 | 141.000 | 21.07 | 2,970.87 | |||
1059 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 948.00 | 948.000 | 886.000 | 886.000 | 21.07 | 18,668.02 | |||
1060 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 527.00 | 527.000 | 365.000 | 365.000 | 21.07 | 7,690.55 | |||
1061 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 320.00 | 320.000 | 198.250 | 198.250 | 18.56 | 3,679.52 | |||
1062 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 57.00 | 57.000 | 79.000 | 79.000 | 130.45 | 10,305.55 | |||
1063 | CONCRETE-CLASS A | 08100 | CUYD | 99.40 | 99.400 | 59.140 | 59.140 | 802.74 | 47,474.04 | |||
1064 | STEEL REINFORCEMENT | 08150 | LB | 4,622.00 | 4,622.000 | 2,484.000 | 2,484.000 | 1.51 | 3,750.84 | |||
1065 | SAWCUT PAVEMENT | 20550ND | LF | 735.00 | 735.000 | 735.000 | 735.000 | 0.97 | 712.95 | |||
1066 | LONGITUDINAL EDGE KEY | 21289ED | LF | 735.00 | 735.000 | 0.000 | 0.000 | 1.26 | 0.00 | |||
1067 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,543.00 | 3,543.000 | 969.900 | 969.900 | 4.52 | 4,383.94 | |||
1068 | COHESIVE PILE CORE | 20210EN | CUYD | 6,600.00 | 6,600.000 | 0.000 | 0.000 | 2.61 | 0.00 | |||
8000 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 600,000.000 | 328,117.660 | 328,117.660 | 0.24 | 78,748.23 | |||
8001 | NON-SPEC MATERIAL #68 Aggregate | 10070NS | DOLL | 0.00 | 0.001 | -105.120 | -105.120 | 1.00 | -105.12 | |||
8015 | EMBANKMENT IN PLACE | 02230 | CUYD | 0.00 | 106,593.000 | 106,593.000 | 106,593.000 | 4.76 | 507,382.68 | |||
8016 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 0.00 | 2,068.000 | 2,068.000 | 2,068.000 | 4.50 | 9,306.00 | |||
8017 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 3,900.000 | 5,260.000 | 5,260.000 | 15.79 | 83,055.40 | |||
8018 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 0.00 | 450.000 | 137.500 | 137.500 | 24.90 | 3,423.75 | |||
8019 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 0.00 | 11.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
8020 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 0.00 | 6.000 | 2.000 | 2.000 | 2,310.00 | 4,620.00 | |||
8021 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 5,520.00 | 0.00 | |||
8022 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 0.00 | 5.000 | 1.000 | 1.000 | 580.00 | 580.00 | |||
8023 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 275.00 | 275.00 | |||
8024 | EDGE KEY | 02585 | LF | 0.00 | 218.000 | 332.000 | 332.000 | 30.00 | 9,960.00 | |||
8026 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 37,554.000 | 0.000 | 0.000 | 0.93 | 0.00 | |||
8027 | FABRIC-GEOTEXTILE TYPE IV FOR PIPE | 02599 | SQYD | 0.00 | 6,187.000 | 177.880 | 177.880 | 2.18 | 387.77 | |||
8028 | MAINTAIN & CONTROL TRAFFIC PHASE 1 | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
8029 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 15,000.000 | 15,131.890 | 15,131.890 | 1.02 | 15,434.52 | |||
8030 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 100,000.000 | 33,478.890 | 33,478.890 | 0.25 | 8,369.72 | |||
8031 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 87,000.000 | 40,585.000 | 40,585.000 | 0.24 | 9,740.40 | |||
8032 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 0.00 | 877.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
8033 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 130.000 | 90.000 | 90.000 | 20.50 | 1,845.00 | |||
8034 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 0.00 | 86.000 | 34.000 | 34.000 | 20.50 | 697.00 | |||
8035 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 0.00 | 92.000 | 75.000 | 75.000 | 20.50 | 1,537.50 | |||
8036 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 0.00 | 322.000 | 257.000 | 257.000 | 20.50 | 5,268.50 | |||
8037 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 0.00 | 411.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
8038 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
8039 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 752.000 | 471.000 | 471.000 | 5.50 | 2,590.50 | |||
8041 | CHANNEL LINING CLASS III FLUME TO DITCH | 02484 | TON | 0.00 | 100.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
8042 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 6,020.000 | 7,675.000 | 7,675.000 | 1.75 | 13,431.25 | |||
8044 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 6,020.000 | 3,734.000 | 3,734.000 | 1.75 | 6,534.50 | |||
8045 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 1,426.000 | 0.000 | 0.000 | 11.05 | 0.00 | |||
8046 | GUARDRAIL END TREATMENT TYPE 4A TEMPORARY | 02391 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,415.00 | 0.00 | |||
8047 | DGA BASE | 00001 | TON | 0.00 | 33,000.000 | 33,343.760 | 33,343.760 | 18.39 | 613,191.74 | |||
8048 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 38,206.000 | 14,182.770 | 14,182.770 | 1.71 | 24,252.53 | |||
8050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 1,924.000 | 0.000 | 0.000 | 60.44 | 0.00 | |||
8067 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 11,000.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
8084 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -29,793.750 | -29,793.750 | 1.00 | -29,793.75 | |||
8085 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8086 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 0.00 | 2,000.000 | 1,733.000 | 1,733.000 | 0.60 | 1,039.80 | |||
8087 | MOBILIZATION Striping Removal KY 54 Ramp A | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
8088 | MOBILIZATION Striping Removal Pleasant Valley Connector | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
8089 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 85,000.000 | 134,366.000 | 134,366.000 | 0.27 | 36,278.82 | |||
8091 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 150.000 | 152.070 | 152.070 | 63.00 | 9,580.41 | |||
8093 | REIMBURSEMENT Health Department Site Evaluation | 10299N | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 180.00 | 180.00 | |||
8100 | DGA BASE Pleasant Valley Turn Lane | 00001 | TON | 0.00 | 40.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
8101 | CL2 ASPH BASE 0.75D PG64-22 Pleasant Valley Turn Lane | 00221 | TON | 0.00 | 60.000 | 60.000 | 60.000 | 106.00 | 6,360.00 | |||
8102 | SITE PREPARATION Pleasant Valley Turn Lane | 02187 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
8103 | STAKING Pleasant Valley Turn Lane | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
8104 | ROADWAY EXCAVATION Slope Failure Repair | 02200 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 5.55 | 0.00 | |||
8105 | RIGHT-OF-WAY MOWING | 02167 | ACRE | 0.00 | 0.000 | 0.000 | 0.000 | 82.33 | 0.00 | |||
8106 | MILLING REIMBURSEMENT | 24256EN | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 15,500.00 | 0.00 | |||
8108 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
8110 | DELINEATOR FOR GUARDRAIL M/W | 01982 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
8111 | DELINEATOR FOR GUARDRAIL M/Y | 01983 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
8112 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
8113 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
8114 | UNCLASSIFIED EXCAVATION FOR UNDERCUTS | 21953EN | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 9.95 | 0.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0002 DRAINAGE | |||||||
2001 | ENTRANCE PIPE-15 IN | 00440 | LF | 433.00 | 433.000 | 669.300 | 669.300 | 25.28 | 16,919.90 | |||
2002 | ENTRANCE PIPE-18 IN | 00441 | LF | 247.00 | 247.000 | 210.000 | 210.000 | 34.73 | 7,293.30 | |||
2003 | ENTRANCE PIPE-24 IN | 00443 | LF | 276.00 | 276.000 | 382.920 | 382.920 | 38.62 | 14,788.37 | |||
2004 | ENTRANCE PIPE-30 IN | 00445 | LF | 48.00 | 48.000 | 138.000 | 138.000 | 52.00 | 7,176.00 | |||
2005 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 156.00 | 156.000 | 156.000 | 156.000 | 48.00 | 7,488.00 | |||
2006 | CULVERT PIPE-15 IN | 00461 | LF | 394.00 | 394.000 | 277.000 | 277.000 | 63.53 | 17,597.81 | |||
2007 | CULVERT PIPE-18 IN | 00462 | LF | 1,206.00 | 1,206.000 | 1,061.000 | 1,061.000 | 48.00 | 50,928.00 | |||
2008 | CULVERT PIPE-30 IN | 00466 | LF | 442.00 | 442.000 | 439.000 | 439.000 | 62.32 | 27,358.48 | |||
2009 | CULVERT PIPE-36 IN | 00468 | LF | 335.00 | 335.000 | 335.000 | 335.000 | 60.00 | 20,100.00 | |||
2010 | CULVERT PIPE-48 IN | 00470 | LF | 205.00 | 205.000 | 205.000 | 205.000 | 151.21 | 30,998.05 | |||
2011 | CULVERT PIPE-72 IN EQUIV | 00503 | LF | 106.00 | 106.000 | 106.000 | 106.000 | 319.37 | 33,853.22 | |||
2012 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,759.00 | 1,759.000 | 1,759.000 | 1,759.000 | 37.00 | 65,083.00 | |||
2013 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,504.00 | 1,504.000 | 1,498.000 | 1,498.000 | 40.00 | 59,920.00 | |||
2014 | STORM SEWER PIPE-30 IN | 00526 | LF | 676.00 | 676.000 | 676.000 | 676.000 | 63.00 | 42,588.00 | |||
2015 | PERFORATED PIPE-4 IN | 01000 | LF | 54,929.00 | 54,929.000 | 50,026.000 | 50,026.000 | 5.35 | 267,639.10 | |||
2016 | PERFORATED PIPE-6 IN | 01001 | LF | 10,885.00 | 10,885.000 | 14,258.000 | 14,258.000 | 6.73 | 95,956.34 | |||
2017 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,043.00 | 5,043.000 | 4,693.000 | 4,693.000 | 14.16 | 66,452.88 | |||
2018 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 2,899.00 | 2,899.000 | 2,673.000 | 2,673.000 | 9.09 | 24,297.57 | |||
2019 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 463.36 | 6,950.40 | |||
2020 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 489.11 | 978.22 | |||
2021 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 436.49 | 436.49 | |||
2022 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 63.00 | 63.000 | 63.000 | 63.000 | 496.70 | 31,292.10 | |||
2023 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 21.00 | 21.000 | 12.000 | 12.000 | 566.33 | 6,795.96 | |||
2024 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 25.00 | 25.000 | 8.000 | 8.000 | 494.25 | 3,954.00 | |||
2025 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 602.06 | 1,204.12 | |||
2026 | CURB BOX INLET TYPE B | 01480 | EACH | 22.00 | 22.000 | 24.000 | 24.000 | 3,512.01 | 84,288.24 | |||
2027 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 1,204.12 | 12,041.20 | |||
2028 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,906.52 | 7,626.08 | |||
2029 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,605.49 | 8,027.45 | |||
2030 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,358.06 | 11,790.30 | |||
2031 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 3,210.98 | 44,953.72 | |||
2032 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,515.44 | 9,030.88 | |||
2033 | DROP BOX INLET TYPE 5B | 01505 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 2,809.60 | 47,763.20 | |||
2034 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,411.66 | 3,411.66 | |||
2035 | DROP BOX INLET TYPE 5F | 01517 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,311.32 | 26,490.56 | |||
2036 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 0.500 | 0.500 | 2,608.92 | 1,304.46 | |||
2037 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,210.98 | 6,421.96 | |||
2038 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 12,606.00 | 12,606.000 | 8,689.080 | 8,689.080 | 0.98 | 8,515.29 | |||
2039 | CULVERT PIPE-24 IN | 00464 | LF | 458.00 | 458.000 | 447.000 | 447.000 | 52.00 | 23,244.00 | |||
8002 | CULVERT PIPE-18 IN | 00462 | LF | 0.00 | 154.000 | 242.000 | 242.000 | 41.00 | 9,922.00 | |||
8003 | ENTRANCE PIPE-15 IN | 00440 | LF | 0.00 | 110.000 | 0.000 | 0.000 | 22.65 | 0.00 | |||
8004 | STORM SEWER PIPE-18 IN | 00522 | LF | 0.00 | 480.000 | 0.000 | 0.000 | 23.25 | 0.00 | |||
8006 | PERFORATED PIPE-4 IN | 01000 | LF | 0.00 | 3,178.000 | 2,548.000 | 2,548.000 | 5.52 | 14,064.96 | |||
8007 | PERFORATED PIPE-6 IN | 01001 | LF | 0.00 | 1,000.000 | 1,369.000 | 1,369.000 | 6.02 | 8,241.38 | |||
8008 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 0.00 | 143.000 | 0.000 | 0.000 | 14.55 | 0.00 | |||
8009 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 0.00 | 394.000 | 158.000 | 158.000 | 17.10 | 2,701.80 | |||
8010 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 5,518.00 | 0.00 | |||
8011 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 0.00 | 3.000 | 1.000 | 1.000 | 451.00 | 451.00 | |||
8012 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 0.00 | 3.000 | 1.000 | 1.000 | 462.00 | 462.00 | |||
8013 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
8014 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 510.00 | 0.00 | |||
8040 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 8.000 | 8.000 | 3,950.00 | 31,600.00 | |||
8080 | DROP BOX INLET TYPE 5B | 01505 | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 3,465.00 | 10,395.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0003 PAVING | |||||||
3000 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | LS | 1.00 | 0.000 | 0.000 | 0.000 | 992,850.00 | 0.00 | |||
3001 | DGA BASE | 00001 | TON | 139,602.00 | 139,602.000 | 50.960 | 97,288.530 | 97,339.490 | 16.85 | 858.67 | 1,640,170.40 | |
3002 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 236,843.00 | 236,843.000 | 226,885.070 | 226,885.070 | 1.83 | 415,199.67 | |||
3003 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 63,329.00 | 63,329.000 | 53,618.420 | 53,618.420 | 37.04 | 1,986,026.27 | |||
3004 | TRAFFIC BOUND BASE | 00020 | TON | 134.00 | 134.000 | 123.260 | 123.260 | 23.33 | 2,875.65 | |||
3005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 964.00 | 964.000 | 885.110 | 885.110 | 75.35 | 66,693.03 | |||
3006 | LEVELING & WEDGING PG64-22 | 00190 | TON | 63.00 | 63.000 | 96.020 | 96.020 | 74.40 | 7,143.88 | |||
3007 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,895.00 | 3,895.000 | 1,741.970 | 1,741.970 | 48.31 | 84,154.57 | |||
3008 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 52,127.00 | 52,127.000 | 37,581.670 | 37,581.670 | 44.90 | 1,687,416.98 | |||
3009 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 70,184.00 | 70,184.000 | 69,245.650 | 69,245.650 | 45.90 | 3,178,375.33 | |||
3010 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 27,613.00 | 27,613.000 | 28,987.000 | 28,987.000 | 53.23 | 1,542,978.01 | |||
3011 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,187.00 | 5,187.000 | 4,348.090 | 4,348.090 | 55.61 | 241,797.28 | |||
3012 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 114.00 | 114.000 | 93.370 | 93.370 | 829.74 | 77,472.82 | |||
3013 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,462.00 | 1,477.000 | 853.670 | 853.670 | 70.92 | 60,542.27 | |||
3014 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 806.00 | 806.000 | 376.510 | 376.510 | 60.79 | 22,888.04 | |||
3015 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 6,518.00 | 6,518.000 | 6,782.080 | 6,782.080 | 59.59 | 404,144.14 | |||
3016 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 2,723.00 | 2,723.000 | 1,862.810 | 1,862.810 | 66.85 | 124,528.84 | |||
3017 | CL4 ASPH SURF 0.50B PG76-22 | 00329 | TON | 12,774.00 | 12,774.000 | 12,667.360 | 12,667.360 | 68.50 | 867,714.16 | |||
3018 | ASPHALT CURING SEAL | 00358 | TON | 422.00 | 422.000 | 274.070 | 274.070 | 555.10 | 152,136.25 | |||
3019 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,083.00 | 1,083.000 | 1,021.880 | 1,021.880 | 34.12 | 34,866.54 | |||
3021 | EMBANKMENT IN PLACE | 02230 | CUYD | 886,363.00 | 892,346.000 | 892,346.000 | 892,346.000 | 3.25 | 2,900,124.50 | |||
3022 | CEMENT | 02542 | TON | 4,642.00 | 4,642.000 | 4,474.640 | 4,474.640 | 117.44 | 525,501.72 | |||
3023 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 78.00 | 78.000 | 395.810 | 395.810 | 69.04 | 27,326.72 | |||
3024 | SAND FOR BLOTTER | 02702 | TON | 592.00 | 592.000 | 726.010 | 726.010 | 13.43 | 9,750.31 | |||
8049 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 6,473.000 | 6,473.000 | 6,473.000 | 42.77 | 276,850.21 | |||
8051 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 130.000 | 48.350 | 48.350 | 57.00 | 2,755.95 | |||
8052 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 7,830.000 | 7,874.370 | 7,874.370 | 55.08 | 433,720.29 | |||
8053 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 0.00 | 5,100.000 | 5,050.020 | 5,050.020 | 52.04 | 262,803.04 | |||
8054 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 0.00 | 2,481.000 | 300.130 | 300.130 | 59.29 | 17,794.70 | |||
8055 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.00 | 15.000 | 11.020 | 11.020 | 838.00 | 9,234.76 | |||
8056 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 0.00 | 7,673.000 | 900.600 | 900.600 | 64.11 | 57,737.46 | |||
8057 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 801.000 | 600.330 | 600.330 | 75.84 | 45,529.02 | |||
8058 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 0.00 | 1,787.000 | 0.000 | 0.000 | 83.09 | 0.00 | |||
8059 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 0.00 | 575.000 | 408.710 | 408.710 | 72.14 | 29,484.33 | |||
8060 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 0.00 | 2,211.000 | 0.000 | 0.000 | 88.66 | 0.00 | |||
8061 | CL4 ASPH SURF 0.50B PG76-22 | 00329 | TON | 0.00 | 850.000 | 1,588.870 | 1,588.870 | 80.56 | 127,999.36 | |||
8062 | ASPHALT CURING SEAL | 00358 | TON | 0.00 | 55.000 | 46.200 | 46.200 | 650.00 | 30,030.00 | |||
8063 | CEMENT | 02542 | TON | 0.00 | 230.000 | 251.530 | 251.530 | 113.40 | 28,523.50 | |||
8065 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 29.000 | 15.970 | 15.970 | 13.00 | 207.61 | |||
8066 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 7,400.000 | 4,303.000 | 4,303.000 | 0.30 | 1,290.90 | |||
8081 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 496,425.000 | -8,559.020 | -8,559.020 | 1.00 | -8,559.02 | |||
8082 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 496,425.000 | 453.760 | 453.760 | 1.00 | 453.76 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0005 MOBILIZATION / DEMOBILIZATION | |||||||
5001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 840,000.00 | 840,000.00 | |||
5002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 559,119.00 | 0.00 | |||
9002 | ACCOUNTING ADJUSTMENT 6597104C | 10206NC | DOLL | 0.00 | -850,000.000 | -849,999.000 | -849,999.000 | 1.00 | -849,999.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0006 BRIDGE | |||||||
6100 | CONCRETE-CLASS A | 08100 | CUYD | 888.00 | 888.000 | 888.000 | 888.000 | 386.32 | 343,052.16 | |||
6101 | CONCRETE-CLASS AA | 08104 | CUYD | 1,298.50 | 1,298.500 | 1,298.500 | 1,298.500 | 446.53 | 579,819.20 | |||
6102 | STEEL REINFORCEMENT | 08150 | LB | 77,216.00 | 77,216.000 | 77,216.000 | 77,216.000 | 0.92 | 71,038.72 | |||
6103 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 313,764.00 | 313,764.000 | 313,764.000 | 313,764.000 | 0.95 | 298,075.80 | |||
6104 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 3,283.60 | 3,283.600 | 3,283.600 | 3,283.600 | 290.99 | 955,494.76 | |||
6105 | MASONRY COATING | 02998 | SQYD | 3,799.00 | 3,799.000 | 2,231.640 | 2,231.640 | 8.03 | 17,920.06 | |||
6106 | PIPE PILE-18 IN | 23546EC | LF | 14,958.00 | 14,958.000 | 14,656.340 | 14,656.340 | 80.00 | 1,172,507.20 | |||
6107 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 393.80 | 393.800 | 393.800 | 393.800 | 65.22 | 25,683.63 | |||
6108 | APPROACH SLAB | 08500 | SQYD | 490.00 | 490.000 | 490.000 | 490.000 | 155.53 | 76,209.70 | |||
6109 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,392.00 | 1,392.000 | 1,332.150 | 1,332.150 | 15.05 | 20,048.85 | |||
6110 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,010.00 | 1,010.000 | 1,044.520 | 1,044.520 | 25.09 | 26,207.00 | |||
6111 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,352.00 | 1,352.000 | 1,352.000 | 1,352.000 | 43.15 | 58,338.80 | |||
6112 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,347.90 | 1,347.900 | 1,347.900 | 1,347.900 | 91.31 | 123,076.74 | |||
6113 | TEST PILES | 08033 | LF | 1,150.00 | 1,150.000 | 1,174.250 | 1,174.250 | 85.29 | 100,151.78 | |||
6114 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 200.00 | 200.000 | 200.000 | 200.000 | 381.30 | 76,260.00 | |||
6115 | DYNAMIC PILE TESTING | 23233EC | EACH | 28.00 | 28.000 | 25.000 | 25.000 | 1,250.00 | 31,250.00 | |||
6116 | CONDUIT-3 IN | 04797 | LF | 1,433.00 | 1,433.000 | 1,433.000 | 1,433.000 | 3.00 | 4,299.00 | |||
6117 | JUNCTION BOX-24 IN | 01643 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 301.03 | 3,612.36 | |||
6118 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 501.72 | 0.00 | |||
6119 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 60.21 | 2,528.82 | |||
6120 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 283.00 | 283.000 | 283.000 | 283.000 | 75.26 | 21,298.58 | |||
6121 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 62.00 | 62.000 | 62.000 | 62.000 | 85.29 | 5,287.98 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0007 BRIDGE | |||||||
6201 | CONCRETE-CLASS A | 08100 | CUYD | 374.40 | 374.400 | 374.400 | 374.400 | 386.32 | 144,638.20 | |||
6202 | CONCRETE-CLASS AA | 08104 | CUYD | 618.80 | 618.800 | 618.800 | 618.800 | 446.53 | 276,312.76 | |||
6203 | STEEL REINFORCEMENT | 08150 | LB | 56,716.00 | 56,716.000 | 56,716.000 | 56,716.000 | 0.92 | 52,178.72 | |||
6204 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 196,184.00 | 197,394.000 | 197,394.000 | 197,394.000 | 0.95 | 187,524.30 | |||
6205 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 322.00 | 322.000 | 348.270 | 348.270 | 15.05 | 5,241.46 | |||
6206 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 428.00 | 428.000 | 848.790 | 848.790 | 25.09 | 21,296.14 | |||
6207 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 232.00 | 232.000 | 232.000 | 232.000 | 43.15 | 10,010.80 | |||
6208 | MASONRY COATING | 02998 | SQYD | 2,110.00 | 2,110.000 | 2,146.470 | 2,146.470 | 8.03 | 17,236.15 | |||
6209 | APPROACH SLAB | 08500 | SQYD | 468.00 | 468.000 | 468.000 | 468.000 | 155.53 | 72,788.04 | |||
6210 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,858.40 | 1,858.400 | 1,858.400 | 1,858.400 | 207.71 | 386,008.26 | |||
6211 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 168.40 | 168.400 | 168.400 | 168.400 | 65.22 | 10,983.04 | |||
6212 | RAIL SYSTEM TYPE III | 21532ED | LF | 756.00 | 756.000 | 756.000 | 756.000 | 91.31 | 69,030.36 | |||
6213 | PIPE PILE-18 IN | 23546EC | LF | 5,308.00 | 5,923.000 | 5,919.640 | 5,919.640 | 80.00 | 473,571.20 | |||
6214 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 76.00 | 76.000 | 76.000 | 76.000 | 381.30 | 28,978.80 | |||
6215 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 60.21 | 1,445.04 | |||
6216 | DYNAMIC PILE TESTING | 23233EC | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 1,250.00 | 15,000.00 | |||
6217 | JUNCTION BOX-24 IN | 01643 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 301.03 | 3,612.36 | |||
6218 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 501.72 | 0.00 | |||
6219 | TEST PILES | 08033 | LF | 652.00 | 747.000 | 744.000 | 744.000 | 85.29 | 63,455.76 | |||
6220 | CONDUIT-3 IN | 04797 | LF | 804.00 | 804.000 | 804.000 | 804.000 | 3.00 | 2,412.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0008 BRIDGE | |||||||
6301 | CONCRETE-CLASS A | 08100 | CUYD | 117.50 | 117.500 | 117.500 | 117.500 | 386.32 | 45,392.60 | |||
6302 | CONCRETE-CLASS AA | 08104 | CUYD | 424.30 | 424.300 | 424.300 | 424.300 | 446.53 | 189,462.67 | |||
6303 | STEEL REINFORCEMENT | 08150 | LB | 20,808.00 | 20,808.000 | 20,808.000 | 20,808.000 | 0.92 | 19,143.36 | |||
6304 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 100,057.00 | 100,057.000 | 100,057.000 | 100,057.000 | 0.95 | 95,054.15 | |||
6305 | PRECAST PC I BEAM TYPE 6 | 08635 | LF | 1,155.00 | 1,155.000 | 1,155.000 | 1,155.000 | 264.91 | 305,971.05 | |||
6306 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 500.00 | 500.000 | 500.000 | 500.000 | 43.15 | 21,575.00 | |||
6307 | MASONRY COATING | 02998 | SQYD | 528.00 | 528.000 | 562.360 | 562.360 | 8.03 | 4,515.75 | |||
6308 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 172.30 | 172.300 | 172.300 | 172.300 | 65.22 | 11,237.40 | |||
6309 | TEST PILES | 08033 | LF | 300.00 | 390.000 | 388.750 | 388.750 | 85.29 | 33,156.48 | |||
6310 | PIPE PILE-18 IN | 23546EC | LF | 2,380.00 | 3,280.000 | 3,253.150 | 3,253.150 | 80.00 | 260,252.00 | |||
6311 | RAIL SYSTEM TYPE III | 21532ED | LF | 468.00 | 468.000 | 468.000 | 468.000 | 91.31 | 42,733.08 | |||
6312 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 600.00 | 600.000 | 600.000 | 600.000 | 2.01 | 1,206.00 | |||
6313 | APPROACH SLAB | 08500 | SQYD | 478.00 | 478.000 | 478.000 | 478.000 | 155.53 | 74,343.34 | |||
8090 | DYNAMIC PILE TESTING | 23233EC | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 1,250.00 | 10,000.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0009 BRIDGE | |||||||
6401 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 277.60 | 277.600 | 277.600 | 277.600 | 43.15 | 11,978.44 | |||
6402 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 574.00 | 574.000 | 702.890 | 702.890 | 25.09 | 17,635.51 | |||
6403 | RAIL SYSTEM TYPE III | 21532ED | LF | 566.10 | 566.100 | 566.100 | 566.100 | 91.31 | 51,690.59 | |||
6404 | MASONRY COATING | 02998 | SQYD | 1,920.00 | 1,920.000 | 1,974.040 | 1,974.040 | 8.03 | 15,851.54 | |||
6405 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 951.00 | 951.000 | 943.930 | 943.930 | 15.05 | 14,206.14 | |||
6406 | TEST PILES | 08033 | LF | 355.00 | 355.000 | 355.000 | 355.000 | 85.29 | 30,277.95 | |||
6407 | CONCRETE-CLASS A | 08100 | CUYD | 607.80 | 607.800 | 607.800 | 607.800 | 386.32 | 234,805.29 | |||
6408 | CONCRETE-CLASS AA | 08104 | CUYD | 905.40 | 905.400 | 905.400 | 905.400 | 446.53 | 404,288.26 | |||
6409 | STEEL REINFORCEMENT | 08150 | LB | 83,355.00 | 83,355.000 | 83,355.000 | 83,355.000 | 0.92 | 76,686.60 | |||
6410 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 276,200.00 | 276,200.000 | 276,200.000 | 276,200.000 | 0.95 | 262,390.00 | |||
6411 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 173.70 | 173.700 | 173.700 | 173.700 | 65.22 | 11,328.71 | |||
6412 | APPROACH SLAB | 08500 | SQYD | 477.80 | 477.800 | 477.800 | 477.800 | 155.53 | 74,312.23 | |||
6413 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,790.00 | 2,790.000 | 2,790.000 | 2,790.000 | 207.71 | 579,510.90 | |||
6414 | PIPE PILE-18 IN | 23546EC | LF | 6,321.00 | 6,321.000 | 6,124.390 | 6,124.390 | 80.00 | 489,951.20 | |||
6415 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 103.00 | 103.000 | 103.000 | 103.000 | 381.30 | 39,273.90 | |||
6416 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 85.29 | 4,349.79 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0010 BRIDGE | |||||||
6501 | CONCRETE-CLASS A | 08100 | CUYD | 285.10 | 285.100 | 285.100 | 285.100 | 386.32 | 110,139.83 | |||
6502 | STEEL REINFORCEMENT | 08150 | LB | 45,611.00 | 45,611.000 | 45,611.000 | 45,611.000 | 0.92 | 41,962.12 | |||
6503 | FOUNDATION PREPARATION (25909) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,051.45 | 15,051.45 | |||
6504 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 27.80 | 27.800 | 27.800 | 27.800 | 426.46 | 11,855.58 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0011 BRIDGE | |||||||
6601 | CONCRETE-CLASS A | 08100 | CUYD | 292.20 | 292.200 | 292.200 | 292.200 | 386.32 | 112,882.70 | |||
6602 | STEEL REINFORCEMENT | 08150 | LB | 42,271.00 | 42,271.000 | 42,271.000 | 42,271.000 | 0.92 | 38,889.32 | |||
6603 | FOUNDATION PREPARATION (26107) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,085.75 | 25,085.75 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0012 BRIDGE | |||||||
6701 | CONCRETE-CLASS A | 08100 | CUYD | 108.70 | 108.700 | 108.700 | 108.700 | 386.32 | 41,992.98 | |||
6702 | STEEL REINFORCEMENT | 08150 | LB | 14,072.00 | 14,072.000 | 14,072.000 | 14,072.000 | 0.92 | 12,946.24 | |||
6703 | FOUNDATION PREPARATION (26108) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,529.16 | 8,529.16 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0013 SIGNALIZATION | |||||||
7000 | CONDUIT-1 1/4 IN | 04793 | LF | 150.00 | 150.000 | 70.000 | 70.000 | 6.72 | 470.40 | |||
7001 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 634.17 | 1,902.51 | |||
7002 | TRENCHING AND BACKFILLING | 04820 | LF | 150.00 | 150.000 | 70.000 | 70.000 | 5.72 | 400.40 | |||
7003 | LOOP WIRE | 04830 | LF | 1,600.00 | 1,600.000 | 2,120.000 | 2,120.000 | 0.70 | 1,484.00 | |||
7004 | CABLE-NO. 14/5C | 04844 | LF | 1,100.00 | 1,100.000 | 1,544.000 | 1,544.000 | 1.20 | 1,852.80 | |||
7005 | CABLE-NO. 14/7C | 04845 | LF | 245.00 | 245.000 | 370.000 | 370.000 | 1.40 | 518.00 | |||
7006 | CABLE-NO. 14/1 PAIR | 04850 | LF | 790.00 | 790.000 | 1,255.000 | 1,255.000 | 0.90 | 1,129.50 | |||
7007 | MESSENGER-10800 LB | 04885 | LF | 515.00 | 515.000 | 370.000 | 370.000 | 3.41 | 1,261.70 | |||
7008 | LOOP SAW SLOT AND FILL | 04895 | LF | 595.00 | 595.000 | 642.000 | 642.000 | 3.71 | 2,381.82 | |||
7009 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,835.11 | 3,835.11 | |||
7010 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 528.81 | 2,115.24 | |||
7011 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 871.98 | 2,615.94 | |||
7012 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 153.52 | 307.04 | |||
7013 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 242.83 | 1,942.64 | |||
7014 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 259.89 | 259.89 | |||
7015 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 19.89 | 19.890 | 20.150 | 20.150 | 675.31 | 13,607.49 | |||
7016 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 961.29 | 961.29 | |||
8109 | STEEL ENCASEMENT PIPE-48 IN | 20429EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 254.09 | 0.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0014 LIGHTING | |||||||
7101 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 21,958.06 | 329,370.90 | |||
7102 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,946.77 | 18,946.77 | |||
7103 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 1,101.77 | 79,327.44 | |||
7104 | CONDUIT-3 IN | 04797 | LF | 2,925.00 | 2,925.000 | 3,490.000 | 3,490.000 | 17.06 | 59,539.40 | |||
7105 | MARKER | 04800 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 180.62 | 6,863.56 | |||
7106 | TRENCHING AND BACKFILLING | 04820 | LF | 12,100.00 | 12,100.000 | 11,921.000 | 11,921.000 | 2.81 | 33,498.01 | |||
7107 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 4,250.00 | 4,250.000 | 2,726.000 | 2,726.000 | 3.31 | 9,023.06 | |||
7108 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 13,800.00 | 13,800.000 | 16,248.000 | 16,248.000 | 5.72 | 92,938.56 | |||
7109 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 5,300.00 | 5,300.000 | 5,490.000 | 5,490.000 | 7.83 | 42,986.70 | |||
7110 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 10,045.34 | 7,534.00 | |||
7111 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 632.16 | 6,321.60 | |||
7112 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 1,467.01 | 11,736.08 | |||
7113 | BORE AND JACK CONDUIT | 21543EN | LF | 2,925.00 | 2,925.000 | 3,490.000 | 3,490.000 | 18.06 | 63,029.40 | |||
7114 | POLE BASE-HIGH MAST | 23161EN | CUYD | 137.00 | 137.000 | 139.600 | 139.600 | 551.89 | 77,043.84 | |||
8064 | WIRE-NO. 8 | 04833 | LF | 0.00 | 7,380.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
8068 | WIRE-NO. 12 | 04832 | LF | 0.00 | 950.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
8069 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 4,080.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
8070 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
8071 | POLE 40 FT MTG HT HIGH MAST | 04701 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 1,385.00 | 0.00 | |||
8072 | BRACKET 15 FT | 04725 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 178.00 | 0.00 | |||
8073 | POLE BASE | 04740 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 1,040.00 | 0.00 | |||
8074 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
8075 | HPS LUMINAIRE | 04770 | EACH | 0.00 | 7.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
8076 | FUSED CONNECTOR KIT | 04780 | EACH | 0.00 | 14.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
8077 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 1,766.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
8079 | CONDUIT-2 IN | 04795 | LF | 0.00 | 135.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0015 SIGNING | |||||||
7201 | GMSS GALV STEEL TYPE A | 06400 | LB | 77,921.00 | 77,921.000 | 7,179.580 | 60,284.090 | 67,463.670 | 1.51 | 10,841.16 | 101,870.14 | |
7202 | GMSS GALV STEEL TYPE C | 06441 | LB | 28,870.00 | 28,870.000 | 6,713.780 | 6,670.740 | 13,384.520 | 3.91 | 26,250.87 | 52,333.47 | |
7203 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 617.00 | 617.000 | 24.340 | 469.230 | 493.570 | 341.17 | 8,304.07 | 168,391.27 | |
7204 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 27,049.00 | 27,049.000 | 176.000 | 22,220.260 | 22,396.260 | 0.82 | 144.32 | 18,364.93 | |
7205 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 23,123.00 | 23,123.000 | 490.300 | 9,282.950 | 9,773.250 | 16.41 | 8,045.82 | 160,379.03 | |
7206 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 336.00 | 336.000 | 657.670 | 657.670 | 12.64 | 8,312.94 | |||
7207 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 2,307.00 | 2,307.000 | 1,471.320 | 1,471.320 | 12.64 | 18,597.48 | |||
7208 | STEEL POST TYPE 1 | 06410 | LF | 5,655.00 | 5,655.000 | 3,529.190 | 3,529.190 | 6.77 | 23,892.61 | |||
7209 | STEEL POST TYPE 2 | 06411 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 5.77 | 0.00 | |||
7210 | GMSS TYPE D | 21596ND | EACH | 390.00 | 390.000 | 55.000 | 55.000 | 250.86 | 13,797.30 | |||
7211 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 122.00 | 122.000 | 0.000 | 0.000 | 150.51 | 0.00 | |||
7212 | REMOVE SIGN | 21373ND | EACH | 85.00 | 85.000 | 19.000 | 19.000 | 10.03 | 190.57 | |||
7213 | REM SIGN BRIDGE MOUNT ATTACHMENT | 23639ED | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 802.74 | 802.74 | |||
7214 | OSS ALUMINUM 60 FT TRUSS | 06422 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 37,287.46 | 74,574.92 | |||
7215 | OSS ALUMINUM 65 FT TRUSS | 06424 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 40,388.06 | 161,552.24 | |||
7216 | OSS ALUMINUM 75 FT TRUSS | 06436 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 47,693.03 | 47,693.03 | |||
7217 | OSS ALUMINUM 85 FT TRUSS | 06443 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 49,863.45 | 49,863.45 | |||
7218 | OSS ALUMINUM 125 FT TRUSS | 06465 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 70,240.10 | 70,240.10 | |||
7219 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 6,271.44 | 12,542.88 | |||
7220 | ROADWAY CROSS SECTION | 20419ND | EACH | 108.00 | 108.000 | 8.000 | 8.000 | 20.07 | 160.56 | |||
7221 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 488.00 | 488.000 | 56.000 | 56.000 | 22.58 | 1,264.48 | |||
7222 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 443.00 | 443.000 | 49.000 | 49.000 | 22.58 | 1,106.42 | |||
7223 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,003.43 | 1,003.43 | |||
7224 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 657.25 | 3,943.50 | |||
7225 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,006.86 | 0.00 | |||
7226 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 600.00 | 600.000 | 1,075.000 | 1,075.000 | 15.84 | 17,028.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0016 WATERLINE | |||||||
7301 | PVC FORCE MAIN-20 IN | 24199EC | LF | 6,300.00 | 6,300.000 | 6,405.000 | 6,405.000 | 87.05 | 557,555.25 | |||
7302 | PVC FORCE MAIN-12 IN | 23356EC | LF | 1,509.00 | 1,509.000 | 1,571.000 | 1,571.000 | 38.38 | 60,294.98 | |||
7304 | PVC FORCE MAIN-6 IN | 22984EN | LF | 310.00 | 310.000 | 304.000 | 304.000 | 27.85 | 8,466.40 | |||
7305 | CONCRETE CAP | 20097ES601 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 29.10 | 1,746.00 | |||
7306 | STEEL ENCASEMENT PIPE-30 IN | 23699EC | LF | 1,242.00 | 1,242.000 | 1,242.000 | 1,242.000 | 172.59 | 214,356.78 | |||
7307 | STEEL ENCASEMENT PIPE-20 IN | 01076 | LF | 175.00 | 175.000 | 175.000 | 175.000 | 102.35 | 17,911.25 | |||
7308 | CONNECT TO 20 IN | 23455EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 9,627.91 | 28,883.73 | |||
7309 | CONNECT TO FORCE MAIN-18 IN | 24200EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,485.84 | 10,485.84 | |||
7310 | CONNECT TO 12 IN | 20790ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,508.58 | 10,034.32 | |||
7311 | CONNECT TO FORCE MAIN-4 IN | 22131NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,254.29 | 1,254.29 | |||
7312 | CUT AND PLUG-20 IN | 24201EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,813.03 | 15,252.12 | |||
7313 | CUT AND PLUG-18 IN | 24202EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,806.17 | 3,612.34 | |||
7314 | CUT AND PLUG 12 IN | 20708ND | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 561.92 | 2,809.60 | |||
7315 | CUT AND PLUG-4 IN | 24203EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 597.04 | 597.04 | |||
7316 | MANHOLE TY 1 | 24204EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,821.74 | 46,930.44 | |||
7317 | MANHOLE TY 2 | 24205EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,645.23 | 12,645.23 | |||
7318 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 361.23 | 722.46 | |||
7319 | REMOVE MANHOLE | 01787 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 913.12 | 1,826.24 | |||
8083 | CONNECT TO FORCE MAIN-18 IN FUSING HDPE LINE | 24200EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,552.00 | 2,552.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0017 WATERLINE | |||||||
7401 | STEEL ENCASEMENT PIPE-8 IN | 01065 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 50.42 | 5,546.20 | |||
7402 | STEEL ENCASEMENT PIPE-10 IN | 01067 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 67.98 | 33,990.00 | |||
7403 | STEEL ENCASEMENT PIPE-18 IN | 01075 | LF | 415.00 | 415.000 | 415.000 | 415.000 | 227.28 | 94,321.20 | |||
7404 | COPPER PIPE-3/4 IN | 03360 | LF | 700.00 | 700.000 | 752.000 | 752.000 | 18.06 | 13,581.12 | |||
7405 | PVC PIPE-4 IN | 03383 | LF | 350.00 | 350.000 | 292.000 | 292.000 | 18.56 | 5,419.52 | |||
7406 | PVC PIPE-6 IN | 03385 | LF | 2,925.00 | 2,925.000 | 2,958.000 | 2,958.000 | 18.81 | 55,639.98 | |||
7407 | PVC PIPE-8 IN | 03387 | LF | 1,200.00 | 1,200.000 | 1,239.000 | 1,239.000 | 22.58 | 27,976.62 | |||
7408 | PVC PIPE-12 IN | 03391 | LF | 460.00 | 460.000 | 535.000 | 535.000 | 33.87 | 18,120.45 | |||
7409 | REMOVE AND RELOCATE METER | 03432 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 551.89 | 6,622.68 | |||
7410 | GATE VALVE-4 IN | 03524 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 622.13 | 622.13 | |||
7411 | GATE VALVE-6 IN | 03526 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 752.57 | 0.00 | |||
7412 | BEND 11.25 DEG 6 IN | 03538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 321.10 | 321.10 | |||
7413 | BEND 22.50 DEG 6 IN | 03545 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 316.08 | 632.16 | |||
7414 | BEND 22.50 DEG 8 IN | 03546 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 456.56 | 456.56 | |||
7415 | BEND 22.50 DEG 12 IN | 03548 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 747.56 | 1,495.12 | |||
7416 | BEND 45 DEG 4 IN | 03553 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 165.57 | 331.14 | |||
7417 | BEND 45 DEG 6 IN | 03554 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 321.10 | 1,284.40 | |||
7418 | BEND 45 DEG 8 IN | 03563 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 401.37 | 401.37 | |||
7419 | BEND 45 DEG 12 IN | 03556 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 772.64 | 1,545.28 | |||
7420 | TAPPING SLEEVE AND VALVE 4 IN X 4 IN | 21045ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,132.29 | 2,132.29 | |||
7421 | TAPPING SLEEVE AND VALVE-8X8X8 IN | 23996EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,110.63 | 3,110.63 | |||
7422 | CUT AND PLUG-4 IN | 24203EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 597.04 | 597.04 | |||
7423 | CUT AND PLUG 12 IN | 20708ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 561.92 | 561.92 | |||
7424 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 296.01 | 296.01 | |||
7425 | TEE AND BLOCK-6 X 6 X 4 IN | 24206EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 371.27 | 371.27 | |||
7426 | TEE AND BLOCK 8 IN X 8 IN X 6 IN | 20551NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 617.11 | 0.00 | |||
7427 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,727.74 | 11,183.22 | |||
7428 | CUT AND PLUG-8 IN | 21382ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 326.11 | 326.11 | |||
7429 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,522.30 | 6,522.30 | |||
7430 | SPECIAL DITCH CROSSING PROTECTION | 24207EC | LF | 32.00 | 32.000 | 32.000 | 32.000 | 42.65 | 1,364.80 | |||
7431 | HYDRO-STOP INSERTION VALVE-12 IN | 22103NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,375.47 | 10,375.47 | |||
7432 | BLOW-OFF ASSEMBLY | 01315 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,483.49 | 2,483.49 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0018 UTILITY | |||||||
7501 | PVC CONDUIT-6 IN-SCHEDULE 80 | 24198EC | LF | 900.00 | 900.000 | 994.000 | 994.000 | 18.06 | 17,951.64 | |||
8092 | COST PLUS WORK Tap Relocation Near Titan | 10080NSD | DOLL | 0.00 | 3,678.000 | 3,678.000 | 3,678.000 | 1.00 | 3,678.00 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0019 TRAINEES | |||||||
7502 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATING TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
7503 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER TRAINEE | 02742 | HOUR | 1,400.00 | 1,400.000 | 726.500 | 726.500 | 9.03 | 6,560.29 | |||
Project | DE03000601124 | Fed/State Project Number | STP 0604 (011) | Category | 0020 ROADWAY Phase 1 | |||||||
8107 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,518.00 | 0.00 | |||
9001 | ACCOUNTING ADJUSTMENT 6597101C FUNDING | 10206NC | DOLL | 0.00 | 850,000.000 | 849,999.000 | 849,999.000 | 1.00 | 849,999.00 | |||
SUBTOT | $70,834.44 |
$36,392,642.42 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
6214-1-0I |
PILE POINTS | EACH |
13.00 | 0002 | $258.850000 | $3,365.05 | ||||||
6219-1-0I |
PILES | LF |
495.00 | 0002 | $45.600000 | $22,572.00 | ||||||
6406-1-0I |
PILES | LF |
355.00 | 0002 | $34.200000 | $12,141.00 | ||||||
6414-1-0I |
PILES | LF |
895.00 | 0002 | $34.200000 | $30,609.00 | ||||||
6114-1-0I |
PILE POINTS | EACH |
24.00 | 0004 | $274.380000 | $6,585.12 | ||||||
6114-1-1I |
PILE POINTS | EACH |
176.00 | 0004 | $285.250000 | $50,204.00 | ||||||
6214-1-1I |
PILE POINTS | EACH |
63.00 | 0004 | $274.380000 | $17,285.94 | ||||||
6310-1-0I |
PILES | LF |
159.00 | 0004 | $59.930000 | $9,528.87 | ||||||
6415-1-0I |
PILE POINTS | EACH |
103.00 | 0004 | $285.290000 | $29,384.87 | ||||||
6106-1-0I |
PILES | LF |
9,380.00 | 0005 | $48.340000 | $453,429.20 | ||||||
6113-1-0I |
PILES | LF |
1,150.00 | 0005 | $48.336000 | $55,586.40 | ||||||
6213-1-0I |
PILES | LF |
2,017.00 | 0005 | $36.250000 | $73,116.25 | ||||||
6213-1-1I |
PILES | LF |
3,291.00 | 0005 | $36.250000 | $119,298.75 | ||||||
6219-1-1I |
PILES | LF |
157.00 | 0005 | $36.250000 | $5,691.25 | ||||||
6414-1-1I |
PILES | LF |
5,426.00 | 0005 | $36.250000 | $196,692.50 | ||||||
1010-1-0I |
FENCE, WOVEN | LF |
36,025.00 | 0006 | $1.830000 | $65,925.75 | ||||||
6102-1-0I |
STEEL REINUN 615GR60 | LB |
15,291.00 | 0006 | $0.480000 | $7,339.68 | ||||||
6602-1-0I |
STEEL REINUN 615GR60 | LB |
43,103.00 | 0006 | $0.450000 | $19,396.35 | ||||||
6102-1-1I |
STEEL REINUN 615GR60 | LB |
45,873.00 | 0007 | $0.450000 | $20,642.85 | ||||||
6102-1-2I |
STEEL REINUN 615GR60 | LB |
18,979.00 | 0007 | $0.450000 | $8,540.55 | ||||||
6106-1-1I |
PILES | LF |
5,095.00 | 0007 | $48.340000 | $246,292.30 | ||||||
6409-1-0I |
STEEL REINUN 615GR60 | LB |
42,016.00 | 0007 | $0.450000 | $18,907.20 | ||||||
7301-1-0I |
UTILITY INCIDENTAL | LF |
6,000.00 | 0007 | $50.240000 | $301,440.00 | ||||||
7302-1-0I |
PIPE, PVC SEWER | LF |
1,300.00 | 0007 | $23.720000 | $30,836.00 | ||||||
7304-1-0I |
PIPE, PVC SEWER | LF |
150.00 | 0007 | $12.230000 | $1,834.50 | ||||||
7306-1-0I |
PIPE, STEEL ENCASEME | LF |
1,242.00 | 0007 | $103.760000 | $128,869.92 | ||||||
7307-1-0I |
PIPE, STEEL ENCASEME | LF |
175.00 | 0007 | $39.710000 | $6,949.25 | ||||||
7309-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $572.340000 | $572.34 | ||||||
7311-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $271.740000 | $271.74 | ||||||
7312-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0007 | $207.440000 | $829.76 | ||||||
7313-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $160.110000 | $320.22 | ||||||
7315-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $23.160000 | $46.32 | ||||||
7316-1-0I |
UTILITY INCIDENTAL | EACH |
6.00 | 0007 | $2270.360000 | $13,622.16 | ||||||
7317-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $200.340000 | $200.34 | ||||||
7401-1-0I |
PIPE, STEEL ENCASEME | LF |
110.00 | 0007 | $13.910000 | $1,530.10 | ||||||
7402-1-0I |
PIPE, STEEL ENCASEME | LF |
500.00 | 0007 | $17.350000 | $8,675.00 | ||||||
7403-1-0I |
PIPE, STEEL ENCASEME | LF |
415.00 | 0007 | $16.750000 | $6,951.25 | ||||||
7404-1-0I |
PIPE, COPPER | LF |
700.00 | 0007 | $4.400000 | $3,080.00 | ||||||
7405-1-0I |
PIPE, PVC SCHED 40 | LF |
350.00 | 0007 | $2.830000 | $990.50 | ||||||
7406-1-0I |
PIPE, PVC WATER MAIN | LF |
2,925.00 | 0007 | $3.950000 | $11,553.75 | ||||||
7407-1-0I |
PIPE, PVC WATER MAIN | LF |
1,200.00 | 0007 | $6.450000 | $7,740.00 | ||||||
7408-1-0I |
PIPE, PVC WATER MAIN | LF |
460.00 | 0007 | $17.570000 | $8,082.20 | ||||||
7409-1-0I |
NO MATL | EACH |
10.00 | 0007 | $84.890000 | $848.90 | ||||||
7410-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $404.810000 | $404.81 | ||||||
7411-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $500.480000 | $500.48 | ||||||
7412-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $41.870000 | $41.87 | ||||||
7413-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $80.560000 | $80.56 | ||||||
7414-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $62.540000 | $62.54 | ||||||
7415-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $116.810000 | $233.62 | ||||||
7416-1-0I |
NO MATL | EACH |
2.00 | 0007 | $25.680000 | $51.36 | ||||||
7417-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0007 | $41.790000 | $167.16 | ||||||
7418-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $60.920000 | $121.84 | ||||||
7419-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0007 | $133.430000 | $266.86 | ||||||
7420-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $832.680000 | $832.68 | ||||||
7421-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $1438.400000 | $1,438.40 | ||||||
7423-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $322.240000 | $322.24 | ||||||
7424-1-0I |
NO MATL | EACH |
1.00 | 0007 | $45.580000 | $45.58 | ||||||
7425-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $59.360000 | $59.36 | ||||||
7426-1-0I |
NO MATL | EACH |
1.00 | 0007 | $93.280000 | $93.28 | ||||||
7427-1-0I |
NO MATL | EACH |
3.00 | 0007 | $1878.000000 | $5,634.00 | ||||||
7428-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $31.800000 | $31.80 | ||||||
7429-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $86.920000 | $86.92 | ||||||
7431-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $86.920000 | $86.92 | ||||||
7432-1-0I |
NO MATL | EACH |
1.00 | 0007 | $92.020000 | $92.02 | ||||||
6106-1-2I |
PILES | LF |
483.00 | 0008 | $48.340000 | $23,348.22 | ||||||
6213-1-2I |
PILES | LF |
734.00 | 0008 | $36.250000 | $26,607.50 | ||||||
6309-1-0I |
PILES | LF |
300.00 | 0008 | $48.340000 | $14,502.00 | ||||||
6310-1-1I |
PILES | LF |
3,023.00 | 0008 | $48.340000 | $146,131.82 | ||||||
7301-1-1I |
UTILITY INCIDENTAL | LF |
300.00 | 0009 | $67.540000 | $20,262.00 | ||||||
7302-1-1I |
PIPE, PVC SEWER | LF |
209.00 | 0009 | $21.050000 | $4,399.45 | ||||||
7309-1-1I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $1287.840000 | $1,287.84 | ||||||
7311-1-2I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $555.970000 | $555.97 | ||||||
7316-1-1I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $1798.680000 | $1,798.68 | ||||||
7409-1-1I |
NO MATL | EACH |
10.00 | 0009 | $96.950000 | $969.50 | ||||||
6119-1-0I |
STEEL, SPLICE UNCOAT | EACH |
31.00 | 0011 | $46.070000 | $1,428.17 | ||||||
6119-1-1I |
STEEL, SPLICE UNCOAT | EACH |
11.00 | 0011 | $46.070000 | $506.77 | ||||||
6120-1-0I |
STEEL, SPLICE UNCOAT | EACH |
211.00 | 0011 | $62.590000 | $13,206.49 | ||||||
6120-1-1I |
STEEL, SPLICE UNCOAT | EACH |
71.00 | 0011 | $62.590000 | $4,443.89 | ||||||
6121-1-0I |
STEEL, SPLICE UNCOAT | EACH |
46.00 | 0011 | $71.500000 | $3,289.00 | ||||||
6121-1-1I |
STEEL, SPLICE UNCOAT | EACH |
16.00 | 0011 | $71.500000 | $1,144.00 | ||||||
6408-1-0I |
STAY IN PL FORMS | CUYD |
905.00 | 0019 | $50.700000 | $45,883.50 | ||||||
6410-1-0I |
STEEL REINCO 615GR60 | LB |
215,257.00 | 0019 | $0.520000 | $111,933.64 | ||||||
6410-1-1I |
STEEL REINCO 615GR60 | LB |
42,420.00 | 0019 | $0.480000 | $20,361.60 | ||||||
6203-1-0I |
STEEL REINUN 615GR60 | LB |
46,737.00 | 0020 | $0.450000 | $21,031.65 | ||||||
6203-1-1I |
STEEL REINUN 615GR60 | LB |
10,367.00 | 0020 | $0.450000 | $4,665.15 | ||||||
6210-1-0I |
I BEAM, TYPE 4 | LF |
1,858.40 | 0020 | $127.390000 | $236,741.57 | ||||||
2026-1-0I |
FR, GR, &/OR LID-A36 | EACH |
22.00 | 0021 | $265.850000 | $5,848.70 | ||||||
2029-1-0I |
FR, GR, &/OR LID-A36 | EACH |
7.00 | 0021 | $225.570000 | $1,578.99 | ||||||
2030-1-0I |
FR, GR, &/OR LID-A36 | EACH |
5.00 | 0021 | $371.580000 | $1,857.90 | ||||||
2031-1-0I |
FR, GR, &/OR LID-A36 | EACH |
12.00 | 0021 | $654.550000 | $7,854.60 | ||||||
2032-1-0I |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0021 | $992.900000 | $1,985.80 | ||||||
2033-1-0I |
FR, GR, &/OR LID-A36 | EACH |
18.00 | 0021 | $573.090000 | $10,315.62 | ||||||
2034-1-0I |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0021 | $396.760000 | $396.76 | ||||||
2036-1-0I |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0021 | $203.410000 | $406.82 | ||||||
2037-1-0I |
FR, GR, &/OR LID-A48 | EACH |
2.00 | 0021 | $195.360000 | $390.72 | ||||||
7101-1-0I |
TRAFFIC INCIDENTAL | EACH |
15.00 | 0021 | $1417.000000 | $21,255.00 | ||||||
6202-1-0I |
STAY IN PL FORMS | CUYD |
400.00 | 0024 | $50.000000 | $20,000.00 | ||||||
6302-1-0I |
STAY IN PL FORMS | CUYD |
200.00 | 0024 | $75.000000 | $15,000.00 | ||||||
6101-1-0I |
STAY IN PL FORMS | CUYD |
1,200.00 | 0025 | $11.860000 | $14,232.00 | ||||||
1011-1-0I |
GDRAIL GALV AW .109 | LF |
22,525.00 | 0028 | $13.740000 | $309,493.50 | ||||||
6104-1-0I |
I BEAM, TYPE 7 | LF |
1,302.00 | 0028 | $187.300000 | $243,864.60 | ||||||
7101-1-1I |
TRAFFIC INCIDENTAL | EACH |
15.00 | 0028 | $14737.350000 | $221,060.25 | ||||||
7102-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0028 | $7935.000000 | $7,935.00 | ||||||
7103-1-0I |
TRAFFIC INCIDENTAL | EACH |
72.00 | 0028 | $706.000000 | $50,832.00 | ||||||
7205-1-0I |
PERMANENT SIGN | SQFT |
5,835.50 | 0028 | $11.590000 | $67,633.45 | ||||||
7205-2-0I |
PERMANENT SIGN | SF |
10,842.50 | 0035 | $11.590000 | $125,664.58 | ||||||
7206-1-0I |
PERMANENT SIGN | SF |
336.00 | 0035 | $5.820000 | $1,955.52 | ||||||
7207-1-0I |
PERMANENT SIGN | SF |
1,663.61 | 0035 | $6.780000 | $11,279.28 | ||||||
7205-1-1I |
PERMANENT SIGN | SQFT |
6,410.25 | 0036 | $11.590000 | $74,294.80 | ||||||
6305-1-0I |
I BEAM TYP 6 | LF |
1,039.50 | 0037 | $176.230000 | $183,191.09 | ||||||
7205-1-2I |
PERMANENT SIGN | SQFT |
10,842.50 | 0037 | $11.590000 | $125,664.57 | ||||||
6305-1-1I |
I BEAM TYP 6 | LF |
115.50 | 0038 | $176.230000 | $20,354.57 | ||||||
6204-1-0I |
STEEL REINCO 615GR60 | LB |
48,082.00 | 0041 | $0.510000 | $24,521.82 | ||||||
6204-1-1I |
STEEL REINCO 615GR60 | LB |
48,048.00 | 0041 | $0.510000 | $24,504.48 | ||||||
7210-1-0I |
NO MATL | EACH |
205.00 | 0041 | $181.260000 | $37,158.30 | ||||||
6103-1-0I |
STEEL REINCO 615GR60 | LB |
27,504.00 | 0042 | $0.510000 | $14,027.04 | ||||||
6204-1-2I |
STEEL REINCO 615GR60 | LB |
48,048.00 | 0042 | $0.510000 | $24,504.48 | ||||||
6204-1-3I |
STEEL REINCO 615GR60 | LB |
40,677.00 | 0042 | $0.520000 | $21,152.04 | ||||||
6204-2-0I |
STEEL REINCO 615GR60 | LB |
48,048.00 | 0042 | $0.510000 | $24,504.48 | ||||||
6212-1-0I |
STEEL REINCO 615GR60 | LF |
200.00 | 0042 | $18.310000 | $3,662.00 | ||||||
6304-1-0I |
STEEL REINCO 615GR60 | LB |
29,409.00 | 0042 | $0.510000 | $14,998.59 | ||||||
6304-1-1I |
STEEL REINCO 615GR60 | LB |
29,949.00 | 0042 | $0.510000 | $15,273.99 | ||||||
6311-1-0I |
STEEL REINCO 615GR60 | LF |
100.00 | 0042 | $22.310000 | $2,231.00 | ||||||
6311-1-1I |
STEEL REINCO 615GR60 | LF |
100.00 | 0042 | $22.310000 | $2,231.00 | ||||||
6104-1-1I |
I BEAM, TYPE 7 | LF |
1,981.60 | 0043 | $187.300000 | $371,153.68 | ||||||
7201-1-0I |
POST, METAL STR SIGN | LB |
37,650.00 | 0043 | $0.950000 | $35,767.50 | ||||||
7219-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0046 | $3496.000000 | $17,480.00 | ||||||
6103-1-1I |
STEEL REINCO 615GR60 | LB |
128,304.00 | 0048 | $0.530000 | $68,001.12 | ||||||
6103-1-2I |
STEEL REINCO 615GR60 | LB |
114,790.00 | 0048 | $0.530000 | $60,838.70 | ||||||
6209-1-0I |
STEEL REINCO 615GR60 | SY |
356.00 | 0048 | $22.610000 | $8,049.16 | ||||||
6313-1-0I |
STEEL REINCO 615GR60 | SY |
117.00 | 0050 | $39.680000 | $4,642.56 | ||||||
7214-1-0I |
STEEL REINUN 615GR60 | EACH |
2.00 | 0054 | $25184.500000 | $50,369.00 | ||||||
7215-1-0I |
STEEL REINUN 615GR60 | EACH |
4.00 | 0054 | $26400.500000 | $105,602.00 | ||||||
7216-1-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0054 | $32955.500000 | $32,955.50 | ||||||
7217-1-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0054 | $34893.500000 | $34,893.50 | ||||||
7218-1-0I |
STEEL REINUN 615GR60 | EACH |
1.00 | 0054 | $54634.500000 | $54,634.50 | ||||||
7210-2-0I |
NO MATL | EACH |
185.00 | 0068 | $181.260000 | $33,533.10 | ||||||
6406-1-0A |
PILES | LF |
61.00 | 0005 | $34.200000 | $-2,086.20 | ||||||
6414-1-0A |
PILES | LF |
895.00 | 0005 | $34.200000 | $-30,609.00 | ||||||
6414-1-1A |
PILES | LF |
185.73 | 0005 | $36.250000 | $-6,732.71 | ||||||
6415-1-0A |
PILE POINTS | EACH |
20.00 | 0005 | $285.290000 | $-5,705.80 | ||||||
6414-1-1A |
PILES | LF |
289.57 | 0006 | $36.250000 | $-10,496.91 | ||||||
6415-1-0A |
PILE POINTS | EACH |
5.00 | 0006 | $285.290000 | $-1,426.45 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
16,562.48 | 0006 | $0.450000 | $-7,453.12 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
10,758.63 | 0007 | $0.450000 | $-4,841.38 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
7,600.18 | 0007 | $0.450000 | $-3,420.08 | ||||||
7408-1-0A |
PIPE, PVC WATER MAIN | LF |
9.00 | 0007 | $17.570000 | $-158.13 | ||||||
7429-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0007 | $86.920000 | $-86.92 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
7,633.71 | 0008 | $0.450000 | $-3,435.17 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
10,758.63 | 0009 | $0.450000 | $-4,841.38 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
6,933.57 | 0009 | $0.450000 | $-3,120.11 | ||||||
7402-1-0A |
PIPE, STEEL ENCASEME | LF |
340.00 | 0009 | $17.350000 | $-5,899.00 | ||||||
7406-1-0A |
PIPE, PVC WATER MAIN | LF |
2,011.00 | 0009 | $3.950000 | $-7,943.45 | ||||||
7413-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $80.560000 | $-80.56 | ||||||
7417-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $41.790000 | $-41.79 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
1,771.17 | 0010 | $0.480000 | $-850.16 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
1,515.40 | 0010 | $0.450000 | $-681.93 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
3,966.37 | 0010 | $0.450000 | $-1,784.87 | ||||||
7402-1-0A |
PIPE, STEEL ENCASEME | LF |
160.00 | 0010 | $17.350000 | $-2,776.00 | ||||||
7406-1-0A |
PIPE, PVC WATER MAIN | LF |
268.00 | 0010 | $3.950000 | $-1,058.60 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
3,542.55 | 0011 | $0.480000 | $-1,700.42 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
6.00 | 0011 | $46.070000 | $-276.42 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
9.00 | 0011 | $71.500000 | $-643.50 | ||||||
6406-1-0A |
PILES | LF |
64.00 | 0011 | $34.200000 | $-2,188.80 | ||||||
6414-1-1A |
PILES | LF |
1,362.80 | 0011 | $36.250000 | $-49,401.50 | ||||||
6415-1-0A |
PILE POINTS | EACH |
25.00 | 0011 | $285.290000 | $-7,132.25 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
460.00 | 0011 | $50.240000 | $-23,110.40 | ||||||
7401-1-0A |
PIPE, STEEL ENCASEME | LF |
110.00 | 0011 | $13.910000 | $-1,530.10 | ||||||
7405-1-0A |
PIPE, PVC SCHED 40 | LF |
292.00 | 0011 | $2.830000 | $-826.36 | ||||||
7406-1-0A |
PIPE, PVC WATER MAIN | LF |
562.00 | 0011 | $3.950000 | $-2,219.90 | ||||||
7410-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $404.810000 | $-404.81 | ||||||
7412-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $41.870000 | $-41.87 | ||||||
7416-1-0A |
NO MATL | EACH |
2.00 | 0011 | $25.680000 | $-51.36 | ||||||
7420-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $832.680000 | $-832.68 | ||||||
7425-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0011 | $59.360000 | $-59.36 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
1,771.38 | 0012 | $0.480000 | $-850.26 | ||||||
6106-1-0A |
PILES | LF |
1,840.00 | 0012 | $48.340000 | $-88,945.60 | ||||||
6113-1-0A |
PILES | LF |
688.00 | 0012 | $48.336000 | $-33,255.17 | ||||||
6114-1-0A |
PILE POINTS | EACH |
24.00 | 0012 | $274.380000 | $-6,585.12 | ||||||
6114-1-1A |
PILE POINTS | EACH |
7.00 | 0012 | $285.250000 | $-1,996.75 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
2.00 | 0012 | $46.070000 | $-92.14 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
3.00 | 0012 | $71.500000 | $-214.50 | ||||||
6214-1-0A |
PILE POINTS | EACH |
4.00 | 0012 | $258.850000 | $-1,035.40 | ||||||
6406-1-0A |
PILES | LF |
60.00 | 0012 | $34.200000 | $-2,052.00 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
3,414.79 | 0012 | $0.450000 | $-1,536.66 | ||||||
6414-1-1A |
PILES | LF |
820.35 | 0012 | $36.250000 | $-29,737.69 | ||||||
6415-1-0A |
PILE POINTS | EACH |
25.00 | 0012 | $285.290000 | $-7,132.25 | ||||||
6602-1-0A |
STEEL REINUN 615GR60 | LB |
-425.31 | 0012 | $0.450000 | $191.39 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
970.00 | 0012 | $50.240000 | $-48,732.80 | ||||||
7406-1-0A |
PIPE, PVC WATER MAIN | LF |
70.00 | 0012 | $3.950000 | $-276.50 | ||||||
7407-1-0A |
PIPE, PVC WATER MAIN | LF |
1,200.00 | 0012 | $6.450000 | $-7,740.00 | ||||||
7414-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0012 | $62.540000 | $-62.54 | ||||||
7417-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0012 | $41.790000 | $-125.37 | ||||||
7424-1-0A |
NO MATL | EACH |
1.00 | 0012 | $45.580000 | $-45.58 | ||||||
7427-1-0A |
NO MATL | EACH |
2.00 | 0012 | $1878.000000 | $-3,756.00 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
1,771.38 | 0013 | $0.480000 | $-850.26 | ||||||
6106-1-0A |
PILES | LF |
400.00 | 0013 | $48.340000 | $-19,336.00 | ||||||
6114-1-1A |
PILE POINTS | EACH |
5.00 | 0013 | $285.250000 | $-1,426.25 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
2.00 | 0013 | $46.070000 | $-92.14 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
3.00 | 0013 | $71.500000 | $-214.50 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
14,850.40 | 0013 | $0.450000 | $-6,682.68 | ||||||
6414-1-1A |
PILES | LF |
495.17 | 0013 | $36.250000 | $-17,949.91 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
280.00 | 0013 | $50.240000 | $-14,067.20 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
160.00 | 0013 | $103.760000 | $-16,601.60 | ||||||
7404-1-0A |
PIPE, COPPER | LF |
18.00 | 0013 | $4.400000 | $-79.20 | ||||||
7409-1-1A |
NO MATL | EACH |
2.00 | 0013 | $96.950000 | $-193.90 | ||||||
7418-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $60.920000 | $-60.92 | ||||||
7421-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0013 | $1438.400000 | $-1,438.40 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
5,023.46 | 0014 | $0.480000 | $-2,411.26 | ||||||
6106-1-0A |
PILES | LF |
480.00 | 0014 | $48.340000 | $-23,203.20 | ||||||
6114-1-1A |
PILE POINTS | EACH |
23.00 | 0014 | $285.250000 | $-6,560.75 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
2.00 | 0014 | $46.070000 | $-92.14 | ||||||
6120-1-0A |
STEEL, SPLICE UNCOAT | EACH |
70.00 | 0014 | $62.590000 | $-4,381.30 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
3.00 | 0014 | $71.500000 | $-214.50 | ||||||
6406-1-0A |
PILES | LF |
83.00 | 0014 | $34.200000 | $-2,838.60 | ||||||
6409-1-0A |
STEEL REINUN 615GR60 | LB |
718.15 | 0014 | $0.450000 | $-323.17 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
140.00 | 0014 | $103.760000 | $-14,526.40 | ||||||
6102-1-0A |
STEEL REINUN 615GR60 | LB |
1,411.06 | 0015 | $0.480000 | $-677.31 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
3,902.87 | 0015 | $0.450000 | $-1,756.29 | ||||||
6106-1-0A |
PILES | LF |
1,280.00 | 0015 | $48.340000 | $-61,875.20 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
6.00 | 0015 | $46.070000 | $-276.42 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
9.00 | 0015 | $71.500000 | $-643.50 | ||||||
6414-1-1A |
PILES | LF |
1,025.84 | 0015 | $36.250000 | $-37,186.70 | ||||||
6415-1-0A |
PILE POINTS | EACH |
14.00 | 0015 | $285.290000 | $-3,994.06 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
520.00 | 0015 | $50.240000 | $-26,124.80 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
424.00 | 0015 | $103.760000 | $-43,994.24 | ||||||
7404-1-0A |
PIPE, COPPER | LF |
682.00 | 0015 | $4.400000 | $-3,000.80 | ||||||
7406-1-0A |
PIPE, PVC WATER MAIN | LF |
14.00 | 0015 | $3.950000 | $-55.30 | ||||||
7409-1-1A |
NO MATL | EACH |
8.00 | 0015 | $96.950000 | $-775.60 | ||||||
7427-1-0A |
NO MATL | EACH |
1.00 | 0015 | $1878.000000 | $-1,878.00 | ||||||
7428-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0015 | $31.800000 | $-31.80 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
6,717.67 | 0016 | $0.450000 | $-3,022.95 | ||||||
6114-1-1A |
PILE POINTS | EACH |
10.00 | 0016 | $285.250000 | $-2,852.50 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
2.00 | 0016 | $46.070000 | $-92.14 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
3.00 | 0016 | $71.500000 | $-214.50 | ||||||
6406-1-0A |
PILES | LF |
87.00 | 0016 | $34.200000 | $-2,975.40 | ||||||
6414-1-1A |
PILES | LF |
1,049.93 | 0016 | $36.250000 | $-38,059.96 | ||||||
6415-1-0A |
PILE POINTS | EACH |
14.00 | 0016 | $285.290000 | $-3,994.06 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
1,160.00 | 0016 | $50.240000 | $-58,278.40 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
176.00 | 0016 | $103.760000 | $-18,261.76 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
8,386.44 | 0017 | $0.450000 | $-3,773.90 | ||||||
6106-1-0A |
PILES | LF |
2,778.83 | 0017 | $48.340000 | $-134,328.64 | ||||||
6114-1-1A |
PILE POINTS | EACH |
47.00 | 0017 | $285.250000 | $-13,406.75 | ||||||
6119-1-0A |
STEEL, SPLICE UNCOAT | EACH |
11.00 | 0017 | $46.070000 | $-506.77 | ||||||
6119-1-1A |
STEEL, SPLICE UNCOAT | EACH |
5.00 | 0017 | $46.070000 | $-230.35 | ||||||
6120-1-0A |
STEEL, SPLICE UNCOAT | EACH |
70.00 | 0017 | $62.590000 | $-4,381.30 | ||||||
6121-1-0A |
STEEL, SPLICE UNCOAT | EACH |
16.00 | 0017 | $71.500000 | $-1,144.00 | ||||||
6121-1-1A |
STEEL, SPLICE UNCOAT | EACH |
8.00 | 0017 | $71.500000 | $-572.00 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
848.00 | 0017 | $50.240000 | $-42,603.52 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
73.00 | 0017 | $103.760000 | $-7,574.48 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
13,886.67 | 0018 | $0.450000 | $-6,249.00 | ||||||
6106-1-0A |
PILES | LF |
2,270.00 | 0018 | $48.340000 | $-109,731.80 | ||||||
6114-1-1A |
PILE POINTS | EACH |
4.00 | 0018 | $285.250000 | $-1,141.00 | ||||||
6119-1-1A |
STEEL, SPLICE UNCOAT | EACH |
6.00 | 0018 | $46.070000 | $-276.42 | ||||||
6120-1-0A |
STEEL, SPLICE UNCOAT | EACH |
70.00 | 0018 | $62.590000 | $-4,381.30 | ||||||
6121-1-1A |
STEEL, SPLICE UNCOAT | EACH |
8.00 | 0018 | $71.500000 | $-572.00 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
940.00 | 0018 | $50.240000 | $-47,225.60 | ||||||
7302-1-0A |
PIPE, PVC SEWER | LF |
180.00 | 0018 | $23.720000 | $-4,269.60 | ||||||
7306-1-0A |
PIPE, STEEL ENCASEME | LF |
269.00 | 0018 | $103.760000 | $-27,911.44 | ||||||
7307-1-0A |
PIPE, STEEL ENCASEME | LF |
175.00 | 0018 | $39.710000 | $-6,949.25 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
4,561.05 | 0019 | $0.450000 | $-2,052.47 | ||||||
6120-1-0A |
STEEL, SPLICE UNCOAT | EACH |
1.00 | 0019 | $62.590000 | $-62.59 | ||||||
6120-1-1A |
STEEL, SPLICE UNCOAT | EACH |
71.00 | 0019 | $62.590000 | $-4,443.89 | ||||||
6213-1-0A |
PILES | LF |
974.83 | 0019 | $36.250000 | $-35,337.59 | ||||||
6214-1-0A |
PILE POINTS | EACH |
9.00 | 0019 | $258.850000 | $-2,329.65 | ||||||
6214-1-1A |
PILE POINTS | EACH |
6.00 | 0019 | $274.380000 | $-1,646.28 | ||||||
6219-1-0A |
PILES | LF |
186.67 | 0019 | $45.600000 | $-8,512.15 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
801.00 | 0019 | $50.240000 | $-40,242.24 | ||||||
7316-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0019 | $2270.360000 | $-2,270.36 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
1,214.83 | 0020 | $0.450000 | $-546.67 | ||||||
6106-1-0A |
PILES | LF |
-20.00 | 0020 | $48.340000 | $966.80 | ||||||
6113-1-0A |
PILES | LF |
24.42 | 0020 | $48.336000 | $-1,180.37 | ||||||
6203-1-0A |
STEEL REINUN 615GR60 | LB |
6,118.14 | 0020 | $0.450000 | $-2,753.16 | ||||||
6213-1-0A |
PILES | LF |
1,042.17 | 0020 | $36.250000 | $-37,778.66 | ||||||
6213-1-1A |
PILES | LF |
1,197.83 | 0020 | $36.250000 | $-43,421.34 | ||||||
6214-1-1A |
PILE POINTS | EACH |
29.00 | 0020 | $274.380000 | $-7,957.02 | ||||||
6219-1-0A |
PILES | LF |
166.08 | 0020 | $45.600000 | $-7,573.25 | ||||||
7301-1-0A |
UTILITY INCIDENTAL | LF |
21.00 | 0020 | $50.240000 | $-1,055.04 | ||||||
7301-1-1A |
UTILITY INCIDENTAL | LF |
29.00 | 0020 | $67.540000 | $-1,958.66 | ||||||
2031-1-0A |
FR, GR, &/OR LID-A36 | EACH |
4.00 | 0021 | $654.550000 | $-2,618.20 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0021 | $573.090000 | $-286.55 | ||||||
6203-1-0A |
STEEL REINUN 615GR60 | LB |
24,237.61 | 0021 | $0.450000 | $-10,906.92 | ||||||
6408-1-0A |
STAY IN PL FORMS | CUYD |
452.70 | 0021 | $50.700000 | $-22,951.89 | ||||||
6410-1-0A |
STEEL REINCO 615GR60 | LB |
126,401.82 | 0021 | $0.520000 | $-65,728.95 | ||||||
7301-1-1A |
UTILITY INCIDENTAL | LF |
61.00 | 0021 | $67.540000 | $-4,119.94 | ||||||
7312-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $207.440000 | $-207.44 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0022 | $573.090000 | $-573.09 | ||||||
6203-1-0A |
STEEL REINUN 615GR60 | LB |
12,022.82 | 0022 | $0.450000 | $-5,410.27 | ||||||
6408-1-0A |
STAY IN PL FORMS | CUYD |
452.30 | 0022 | $50.700000 | $-22,931.61 | ||||||
6410-1-0A |
STEEL REINCO 615GR60 | LB |
88,855.18 | 0022 | $0.520000 | $-46,204.69 | ||||||
6410-1-1A |
STEEL REINCO 615GR60 | LB |
37,546.63 | 0022 | $0.480000 | $-18,022.38 | ||||||
7301-1-1A |
UTILITY INCIDENTAL | LF |
15.00 | 0022 | $67.540000 | $-1,013.10 | ||||||
7302-1-0A |
PIPE, PVC SEWER | LF |
205.00 | 0022 | $23.720000 | $-4,862.60 | ||||||
7312-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0022 | $207.440000 | $-207.44 | ||||||
7317-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0022 | $200.340000 | $-200.34 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0023 | $573.090000 | $-286.55 | ||||||
7302-1-0A |
PIPE, PVC SEWER | LF |
360.00 | 0023 | $23.720000 | $-8,539.20 | ||||||
7304-1-0A |
PIPE, PVC SEWER | LF |
150.00 | 0023 | $12.230000 | $-1,834.50 | ||||||
7309-1-1A |
UTILITY INCIDENTAL | EACH |
1.00 | 0023 | $1287.840000 | $-1,287.84 | ||||||
7312-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0023 | $207.440000 | $-414.88 | ||||||
7313-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0023 | $160.110000 | $-320.22 | ||||||
7403-1-0A |
PIPE, STEEL ENCASEME | LF |
300.00 | 0023 | $16.750000 | $-5,025.00 | ||||||
7408-1-0A |
PIPE, PVC WATER MAIN | LF |
320.00 | 0023 | $17.570000 | $-5,622.40 | ||||||
7302-1-0A |
PIPE, PVC SEWER | LF |
555.00 | 0024 | $23.720000 | $-13,164.60 | ||||||
7302-1-1A |
PIPE, PVC SEWER | LF |
105.00 | 0024 | $21.050000 | $-2,210.25 | ||||||
7403-1-0A |
PIPE, STEEL ENCASEME | LF |
115.00 | 0025 | $16.750000 | $-1,926.25 | ||||||
7408-1-0A |
PIPE, PVC WATER MAIN | LF |
131.00 | 0025 | $17.570000 | $-2,301.67 | ||||||
7419-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0025 | $133.430000 | $-266.86 | ||||||
7431-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0025 | $86.920000 | $-86.92 | ||||||
7415-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0026 | $116.810000 | $-116.81 | ||||||
7432-1-0A |
NO MATL | EACH |
1.00 | 0027 | $92.020000 | $-92.02 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
1,527.00 | 0029 | $13.740000 | $-20,980.98 | ||||||
7302-1-1A |
PIPE, PVC SEWER | LF |
60.00 | 0029 | $21.050000 | $-1,263.00 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0030 | $573.090000 | $-286.55 | ||||||
7302-1-1A |
PIPE, PVC SEWER | LF |
44.00 | 0030 | $21.050000 | $-926.20 | ||||||
7311-1-2A |
UTILITY INCIDENTAL | EACH |
1.00 | 0030 | $555.970000 | $-555.97 | ||||||
7315-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0030 | $23.160000 | $-23.16 | ||||||
7316-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0030 | $2270.360000 | $-6,811.08 | ||||||
7301-1-1A |
UTILITY INCIDENTAL | LF |
195.00 | 0031 | $67.540000 | $-13,170.30 | ||||||
7316-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0031 | $2270.360000 | $-4,540.72 | ||||||
7415-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0031 | $116.810000 | $-116.81 | ||||||
7423-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0031 | $322.240000 | $-322.24 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
700.00 | 0032 | $13.740000 | $-9,618.00 | ||||||
2037-1-0A |
FR, GR, &/OR LID-A48 | EACH |
1.00 | 0032 | $195.360000 | $-195.36 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0033 | $573.090000 | $-1,146.18 | ||||||
2037-1-0A |
FR, GR, &/OR LID-A48 | EACH |
1.00 | 0033 | $195.360000 | $-195.36 | ||||||
2030-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0034 | $371.580000 | $-371.58 | ||||||
2031-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0034 | $654.550000 | $-1,309.10 | ||||||
6213-1-1A |
PILES | LF |
1,060.25 | 0034 | $36.250000 | $-38,434.06 | ||||||
6214-1-1A |
PILE POINTS | EACH |
14.00 | 0034 | $274.380000 | $-3,841.32 | ||||||
6219-1-0A |
PILES | LF |
142.25 | 0034 | $45.600000 | $-6,486.60 | ||||||
6219-1-1A |
PILES | LF |
49.96 | 0034 | $36.250000 | $-1,811.05 | ||||||
6309-1-0A |
PILES | LF |
200.33 | 0034 | $48.340000 | $-9,683.95 | ||||||
6310-1-0A |
PILES | LF |
159.00 | 0034 | $59.930000 | $-9,528.87 | ||||||
6310-1-1A |
PILES | LF |
1,471.89 | 0034 | $48.340000 | $-71,151.16 | ||||||
6219-1-1A |
PILES | LF |
-0.21 | 0035 | $36.250000 | $7.61 | ||||||
6309-1-0A |
PILES | LF |
99.67 | 0035 | $48.340000 | $-4,818.05 | ||||||
6310-1-1A |
PILES | LF |
1,551.11 | 0035 | $48.340000 | $-74,980.66 | ||||||
6210-1-0A |
I BEAM, TYPE 4 | LF |
1,390.00 | 0036 | $127.390000 | $-177,072.10 | ||||||
6213-1-1A |
PILES | LF |
1,032.92 | 0036 | $36.250000 | $-37,443.35 | ||||||
6213-1-2A |
PILES | LF |
22.72 | 0036 | $36.250000 | $-823.60 | ||||||
6214-1-1A |
PILE POINTS | EACH |
14.00 | 0036 | $274.380000 | $-3,841.32 | ||||||
6219-1-1A |
PILES | LF |
107.25 | 0036 | $36.250000 | $-3,887.81 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.50 | 0037 | $573.090000 | $-859.64 | ||||||
6203-1-0A |
STEEL REINUN 615GR60 | LB |
4,358.43 | 0037 | $0.450000 | $-1,961.29 | ||||||
6203-1-1A |
STEEL REINUN 615GR60 | LB |
9,379.00 | 0037 | $0.450000 | $-4,220.55 | ||||||
6210-1-0A |
I BEAM, TYPE 4 | LF |
468.40 | 0038 | $127.390000 | $-59,669.47 | ||||||
6213-1-2A |
PILES | LF |
588.92 | 0038 | $36.250000 | $-21,348.35 | ||||||
6305-1-0A |
I BEAM TYP 6 | LF |
1,039.50 | 0038 | $176.230000 | $-183,191.09 | ||||||
6305-1-1A |
I BEAM TYP 6 | LF |
115.50 | 0038 | $176.230000 | $-20,354.57 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
1,075.00 | 0039 | $13.740000 | $-14,770.50 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0039 | $573.090000 | $-573.09 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
-1,075.00 | 0040 | $13.740000 | $14,770.50 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0040 | $573.090000 | $-573.09 | ||||||
6113-1-0A |
PILES | LF |
234.33 | 0040 | $48.336000 | $-11,326.57 | ||||||
6114-1-1A |
PILE POINTS | EACH |
3.00 | 0040 | $285.250000 | $-855.75 | ||||||
6106-1-0A |
PILES | LF |
351.17 | 0041 | $48.340000 | $-16,975.56 | ||||||
6106-1-1A |
PILES | LF |
2,624.24 | 0041 | $48.340000 | $-126,855.76 | ||||||
6114-1-1A |
PILE POINTS | EACH |
39.00 | 0041 | $285.250000 | $-11,124.75 | ||||||
6103-1-0A |
STEEL REINCO 615GR60 | LB |
27,504.00 | 0042 | $0.510000 | $-14,027.04 | ||||||
6106-1-1A |
PILES | LF |
2,470.76 | 0042 | $48.340000 | $-119,436.54 | ||||||
6106-1-2A |
PILES | LF |
181.34 | 0042 | $48.340000 | $-8,765.98 | ||||||
6113-1-0A |
PILES | LF |
203.25 | 0042 | $48.336000 | $-9,824.29 | ||||||
6114-1-1A |
PILE POINTS | EACH |
38.00 | 0042 | $285.250000 | $-10,839.50 | ||||||
6102-1-1A |
STEEL REINUN 615GR60 | LB |
7,203.47 | 0043 | $0.450000 | $-3,241.56 | ||||||
6102-1-2A |
STEEL REINUN 615GR60 | LB |
16,052.00 | 0043 | $0.450000 | $-7,223.40 | ||||||
6202-1-0A |
STAY IN PL FORMS | CUYD |
309.40 | 0043 | $50.000000 | $-15,470.00 | ||||||
6203-1-1A |
STEEL REINUN 615GR60 | LB |
600.00 | 0043 | $0.450000 | $-270.00 | ||||||
6204-1-0A |
STEEL REINCO 615GR60 | LB |
48,082.00 | 0043 | $0.510000 | $-24,521.82 | ||||||
6204-1-1A |
STEEL REINCO 615GR60 | LB |
43,664.38 | 0043 | $0.510000 | $-22,268.83 | ||||||
6204-2-0A |
STEEL REINCO 615GR60 | LB |
48,048.00 | 0043 | $0.510000 | $-24,504.48 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0044 | $573.090000 | $-286.55 | ||||||
6202-1-0A |
STAY IN PL FORMS | CUYD |
90.60 | 0044 | $50.000000 | $-4,530.00 | ||||||
6204-1-1A |
STEEL REINCO 615GR60 | LB |
4,383.62 | 0044 | $0.510000 | $-2,235.65 | ||||||
6204-1-2A |
STEEL REINCO 615GR60 | LB |
48,048.00 | 0044 | $0.510000 | $-24,504.48 | ||||||
6204-1-3A |
STEEL REINCO 615GR60 | LB |
39,317.50 | 0044 | $0.520000 | $-20,445.10 | ||||||
6302-1-0A |
STAY IN PL FORMS | CUYD |
197.30 | 0044 | $75.000000 | $-14,797.50 | ||||||
6304-1-0A |
STEEL REINCO 615GR60 | LB |
29,409.00 | 0044 | $0.510000 | $-14,998.59 | ||||||
6304-1-1A |
STEEL REINCO 615GR60 | LB |
16,759.00 | 0044 | $0.510000 | $-8,547.09 | ||||||
2029-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0045 | $225.570000 | $-225.57 | ||||||
2030-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0045 | $371.580000 | $-371.58 | ||||||
6104-1-0A |
I BEAM, TYPE 7 | LF |
1,302.00 | 0045 | $187.300000 | $-243,864.60 | ||||||
6104-1-1A |
I BEAM, TYPE 7 | LF |
1,981.60 | 0045 | $187.300000 | $-371,153.68 | ||||||
6212-1-0A |
STEEL REINCO 615GR60 | LF |
200.00 | 0045 | $18.310000 | $-3,662.00 | ||||||
6302-1-0A |
STAY IN PL FORMS | CUYD |
2.70 | 0045 | $75.000000 | $-202.50 | ||||||
6304-1-1A |
STEEL REINCO 615GR60 | LB |
13,190.00 | 0045 | $0.510000 | $-6,726.90 | ||||||
6311-1-0A |
STEEL REINCO 615GR60 | LF |
100.00 | 0046 | $22.310000 | $-2,231.00 | ||||||
6311-1-1A |
STEEL REINCO 615GR60 | LF |
100.00 | 0046 | $22.310000 | $-2,231.00 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0047 | $573.090000 | $-286.55 | ||||||
2030-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0048 | $371.580000 | $-371.58 | ||||||
2031-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0048 | $654.550000 | $-654.55 | ||||||
7201-1-0A |
POST, METAL STR SIGN | LB |
25,541.10 | 0049 | $0.950000 | $-24,264.04 | ||||||
2030-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0050 | $371.580000 | $-371.58 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.50 | 0052 | $265.850000 | $-664.63 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0052 | $573.090000 | $-573.09 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0053 | $265.850000 | $-265.85 | ||||||
2029-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0053 | $225.570000 | $-451.14 | ||||||
6313-1-0A |
STEEL REINCO 615GR60 | SY |
117.00 | 0053 | $39.680000 | $-4,642.56 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.50 | 0054 | $265.850000 | $-398.78 | ||||||
2030-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0054 | $371.580000 | $-371.58 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0055 | $265.850000 | $-265.85 | ||||||
6101-1-0A |
STAY IN PL FORMS | CUYD |
627.00 | 0055 | $11.860000 | $-7,436.22 | ||||||
6103-1-1A |
STEEL REINCO 615GR60 | LB |
124,208.70 | 0055 | $0.530000 | $-65,830.61 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
3.00 | 0056 | $265.850000 | $-797.55 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
3.00 | 0057 | $265.850000 | $-797.55 | ||||||
6101-1-0A |
STAY IN PL FORMS | CUYD |
206.90 | 0057 | $11.860000 | $-2,453.83 | ||||||
6103-1-1A |
STEEL REINCO 615GR60 | LB |
4,095.30 | 0057 | $0.530000 | $-2,170.51 | ||||||
6103-1-2A |
STEEL REINCO 615GR60 | LB |
36,891.59 | 0057 | $0.530000 | $-19,552.54 | ||||||
7206-1-0A |
PERMANENT SIGN | SF |
103.00 | 0058 | $5.820000 | $-599.46 | ||||||
7207-1-0A |
PERMANENT SIGN | SF |
30.00 | 0058 | $6.780000 | $-203.40 | ||||||
6101-1-0A |
STAY IN PL FORMS | CUYD |
366.10 | 0059 | $11.860000 | $-4,341.95 | ||||||
6103-1-2A |
STEEL REINCO 615GR60 | LB |
77,898.41 | 0059 | $0.530000 | $-41,286.16 | ||||||
6204-1-3A |
STEEL REINCO 615GR60 | LB |
1,210.00 | 0059 | $0.520000 | $-629.20 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.50 | 0061 | $573.090000 | $-859.64 | ||||||
7101-1-0A |
TRAFFIC INCIDENTAL | EACH |
15.00 | 0062 | $1417.000000 | $-21,255.00 | ||||||
7103-1-0A |
TRAFFIC INCIDENTAL | EACH |
72.00 | 0062 | $706.000000 | $-50,832.00 | ||||||
7214-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0065 | $25184.500000 | $-25,184.50 | ||||||
7215-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0065 | $26400.500000 | $-26,400.50 | ||||||
7218-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0065 | $54634.500000 | $-54,634.50 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0067 | $265.850000 | $-265.85 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0067 | $573.090000 | $-1,146.18 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0069 | $265.850000 | $-265.85 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
1,011.25 | 0070 | $13.740000 | $-13,894.58 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
3.00 | 0070 | $265.850000 | $-797.55 | ||||||
2034-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0070 | $396.760000 | $-198.38 | ||||||
1010-1-0A |
FENCE, WOVEN | LF |
1,921.00 | 0071 | $1.830000 | $-3,515.43 | ||||||
7102-1-0A |
TRAFFIC INCIDENTAL | EACH |
0.25 | 0071 | $7935.000000 | $-1,983.75 | ||||||
7214-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0071 | $25184.500000 | $-25,184.50 | ||||||
7215-1-0A |
STEEL REINUN 615GR60 | EACH |
2.00 | 0071 | $26400.500000 | $-52,801.00 | ||||||
7205-1-0A |
PERMANENT SIGN | SQFT |
771.25 | 0072 | $11.590000 | $-8,938.79 | ||||||
7217-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0072 | $34893.500000 | $-34,893.50 | ||||||
7219-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0072 | $3496.000000 | $-3,496.00 | ||||||
1010-1-0A |
FENCE, WOVEN | LF |
5,272.00 | 0073 | $1.830000 | $-9,647.76 | ||||||
7102-1-0A |
TRAFFIC INCIDENTAL | EACH |
0.75 | 0073 | $7935.000000 | $-5,951.25 | ||||||
7205-1-0A |
PERMANENT SIGN | SQFT |
1,946.80 | 0073 | $11.590000 | $-22,563.41 | ||||||
7210-1-0A |
NO MATL | EACH |
14.00 | 0073 | $181.260000 | $-2,537.64 | ||||||
7210-2-0A |
NO MATL | EACH |
14.00 | 0073 | $181.260000 | $-2,537.64 | ||||||
1010-1-0A |
FENCE, WOVEN | LF |
7,443.00 | 0074 | $1.830000 | $-13,620.69 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
1,320.75 | 0074 | $13.740000 | $-18,147.11 | ||||||
2034-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0074 | $396.760000 | $-198.38 | ||||||
7205-1-0A |
PERMANENT SIGN | SQFT |
1,496.80 | 0074 | $11.590000 | $-17,347.91 | ||||||
7206-1-0A |
PERMANENT SIGN | SF |
48.00 | 0074 | $5.820000 | $-279.36 | ||||||
7207-1-0A |
PERMANENT SIGN | SF |
43.00 | 0074 | $6.780000 | $-291.54 | ||||||
7215-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0074 | $26400.500000 | $-26,400.50 | ||||||
2026-1-0A |
FR, GR, &/OR LID-A36 | EACH |
5.00 | 0075 | $265.850000 | $-1,329.25 | ||||||
1010-1-0A |
FENCE, WOVEN | LF |
13,391.00 | 0076 | $1.830000 | $-24,505.53 | ||||||
2029-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0076 | $225.570000 | $-225.57 | ||||||
2031-1-0A |
FR, GR, &/OR LID-A36 | EACH |
3.00 | 0076 | $654.550000 | $-1,963.65 | ||||||
2033-1-0A |
FR, GR, &/OR LID-A36 | EACH |
2.00 | 0076 | $573.090000 | $-1,146.18 | ||||||
7201-1-0A |
POST, METAL STR SIGN | LB |
9,285.93 | 0076 | $0.950000 | $-8,821.63 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
12,978.75 | 0077 | $13.740000 | $-178,328.03 | ||||||
2031-1-0A |
FR, GR, &/OR LID-A36 | EACH |
1.00 | 0077 | $654.550000 | $-654.55 | ||||||
7201-1-0A |
POST, METAL STR SIGN | LB |
2,822.97 | 0077 | $0.950000 | $-2,681.82 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
637.50 | 0078 | $13.740000 | $-8,759.25 | ||||||
2036-1-0A |
FR, GR, &/OR LID-A36 | EACH |
0.50 | 0078 | $203.410000 | $-101.71 | ||||||
7205-1-0A |
PERMANENT SIGN | SQFT |
1,185.50 | 0078 | $11.590000 | $-13,739.95 | ||||||
7210-1-0A |
NO MATL | EACH |
10.00 | 0078 | $181.260000 | $-1,812.60 | ||||||
7210-2-0A |
NO MATL | EACH |
10.00 | 0078 | $181.260000 | $-1,812.60 | ||||||
1011-1-0A |
GDRAIL GALV AW .109 | LF |
1,403.75 | 0079 | $13.740000 | $-19,287.53 | ||||||
7205-1-0A |
PERMANENT SIGN | SQFT |
435.15 | 0079 | $11.590000 | $-5,043.39 | ||||||
7205-1-1A |
PERMANENT SIGN | SQFT |
277.45 | 0079 | $11.590000 | $-3,215.65 | ||||||
7210-1-0A |
NO MATL | EACH |
23.00 | 0079 | $181.260000 | $-4,168.98 | ||||||
7210-2-0A |
NO MATL | EACH |
23.00 | 0079 | $181.260000 | $-4,168.98 | ||||||
7216-1-0A |
STEEL REINUN 615GR60 | EACH |
1.00 | 0079 | $32955.500000 | $-32,955.50 | ||||||
7205-1-1A |
PERMANENT SIGN | SQFT |
2,001.70 | 0080 | $11.590000 | $-23,199.70 | ||||||
7210-1-0A |
NO MATL | EACH |
2.00 | 0080 | $181.260000 | $-362.52 | ||||||
7210-2-0A |
NO MATL | EACH |
2.00 | 0080 | $181.260000 | $-362.52 | ||||||
7219-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0080 | $3496.000000 | $-3,496.00 | ||||||
7206-1-0A |
PERMANENT SIGN | SF |
185.00 | 0081 | $5.820000 | $-1,076.70 | ||||||
7207-1-0A |
PERMANENT SIGN | SF |
739.62 | 0081 | $6.780000 | $-5,014.63 | ||||||
7205-1-1A |
PERMANENT SIGN | SQFT |
1,168.30 | 0082 | $11.590000 | $-13,540.60 | ||||||
7207-1-0A |
PERMANENT SIGN | SF |
658.70 | 0082 | $6.780000 | $-4,465.99 | ||||||
7210-1-0A |
NO MATL | EACH |
6.00 | 0082 | $181.260000 | $-1,087.56 | ||||||
7210-2-0A |
NO MATL | EACH |
6.00 | 0082 | $181.260000 | $-1,087.56 | ||||||
7205-1-1A |
PERMANENT SIGN | SQFT |
490.30 | 0083 | $11.590000 | -5,682.58 | $-5,682.58 | |||||
7309-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0009 | $572.340000 | $-572.34 | ||||||
7311-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0009 | $271.740000 | $-271.74 | ||||||
7311-11C |
UTILITY INCIDENTAL | EACH |
0.00 | 0009 | $117.450000 | $0.00 | ||||||
7409-10C |
NO MATL | EACH |
0.00 | 0009 | $84.890000 | $-848.90 | ||||||
7205-20C |
PERMANENT SIGN | SF |
0.00 | 0037 | $11.590000 | $-125,664.58 | ||||||
7101-11C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0082 | $14737.350000 | $-221,060.25 | ||||||
SUBTOT | $318,152.44 |