Report_Id: 121329 Est NO 0033 |
Date:12/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 121329 | Estimate Number | 0033 | Estimate Type | PROGRESS | ||
District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
EXCAVATING INC | |||||||
1500 ENVOY CIRCLE STE 1510 | |||||||
LOUISVILLE , KY , 40299 | |||||||
Pay Period | 11/29/2013 TO 12/12/2013 | ||||||
Date Approved | 12/23/2013 | ||||||
Primary Proj Number | DE05600641229 | ||||||
Project No. | IM 0642 (178) | ||||||
Primary County | JEFFERSON | ||||||
Name of Road | I-64 AND HURSTBOURNE PARKWAY INTERCHANGE | ||||||
Description | IMPROVE THE INTERCHANGE RAMPS AT I-64, HURSTBOURNE PARKWAY AND BLUEGRASS PARKWAY | ||||||
Date Let | 06/15/2012 | Formal Acceptance | |||||
Date Awarded | 06/27/2012 | Date Work Began | 08/02/2012 | ||||
Date Contract Executed | 07/24/2012 | Open To Traffic | |||||
Date NTP Issued | 07/24/2012 | Actual Completion Date | |||||
Current Contract Amount | $6,890,528.69 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $4,500,000.00 |
Total Earnings | $6,559,995.32 |
$6,442,927.46 |
$117,067.86 |
|
Percent Complete | 96.36 |
Stockpiled Materials | $79,496.00 |
$79,496.00 |
$0.00 |
|
Funds Available | $251,037.37 |
Gross Earnings | $6,639,491.32 |
$6,522,423.46 |
$117,067.86 |
|
Total Change Orders | $2,390,528.69 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $6,639,491.32 |
$6,522,423.46 |
$117,067.86 |
|||
Contract Id | 121329 | Change Order Summary |
County | JEFFERSON | ||||||
Estimate Nbr | 0033 | Project Number | IM 0642 (178) | |||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 11/29/2013 TO 12/12/2013 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Water Main addition and changes | Approved | 03/13/2013 | $939,259.10 | 198.0 | |||||
002 | Lighting, TRIMARC, curb, etc. | Approved | 03/15/2013 | $214,209.00 | -167.0 | |||||
003 | Water main cost plus, mast arm & time | Approved | 11/04/2013 | $697,060.59 | 501.0 | |||||
004 | Administrative Settlement | Approved | 10/21/2013 | $540,000.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
Contract Adjustments |
|
|
Adjustment Description | Est No |
Adjustment Amount |
Line Item Adjustments History | |||||||||
PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
Contract Id | 121329 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05600641229 | ||||||
Estimate Nbr | 0033 | Period | 11/29/2013 TO 12/12/2013 | |||||||
Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | 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 | DGA BASE | 00001 | TON | 296.00 | 1,696.000 | 1,619.800 | 1,619.800 | 40.00 | 64,792.00 | |||
1002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 126.00 | 126.000 | 109.190 | 109.190 | 37.00 | 4,040.03 | |||
1003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 10.00 | 10.000 | 32.000 | 32.000 | 25.00 | 800.00 | |||
1004 | REMOVE PIPE | 01310 | LF | 997.00 | 1,647.000 | 1,625.750 | 1,625.750 | 13.00 | 21,134.75 | |||
1005 | CAP DROP BOX INLET | 01584 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,275.00 | 5,100.00 | |||
1006 | REMOVE DROP BOX INLET | 01585 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 250.00 | 4,500.00 | |||
1007 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
1008 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
1009 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 600.00 | 4,800.00 | |||
1010 | STANDARD CURB AND GUTTER | 01810 | LF | 4,691.00 | 3,891.000 | 613.750 | 613.750 | 13.50 | 8,285.62 | |||
1011 | STANDARD HEADER CURB | 01875 | LF | 101.00 | 101.000 | 93.000 | 93.000 | 16.50 | 1,534.50 | |||
1012 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 441.00 | 441.000 | 366.167 | 366.167 | 18.00 | 6,591.00 | |||
1013 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 151.00 | 151.000 | 328.190 | 328.190 | 46.00 | 15,096.74 | |||
1014 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
1015 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 11.44 | 0.00 | |||
1016 | CONC MEDIAN BARRIER TYPE 14C2 | 01989 | LF | 352.00 | 352.000 | 354.000 | 354.000 | 45.00 | 15,930.00 | |||
1017 | EMBANKMENT IN PLACE | 02230 | CUYD | 6,755.00 | 6,755.000 | 303.600 | 6,451.400 | 6,755.000 | 22.00 | 6,679.20 | 148,610.00 | |
1018 | WATER | 02242 | MGAL | 1,348.00 | 1,348.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1019 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 561.00 | 561.000 | 956.750 | 956.750 | 5.00 | 4,783.75 | |||
1020 | REMOVE FENCE | 02265 | LF | 705.00 | 705.000 | 705.000 | 705.000 | 4.11 | 2,897.55 | |||
1021 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 925.00 | 925.000 | 1,235.000 | 1,235.000 | 16.80 | 20,748.00 | |||
1022 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
1023 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
1024 | REMOVE GUARDRAIL | 02381 | LF | 432.00 | 432.000 | 429.500 | 429.500 | 2.00 | 859.00 | |||
1025 | GUARDRAIL CONNECT-SHLD BRIDGE PIER TY A | 02382 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
1026 | REMOVE TREES OR STUMPS | 02460 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
1027 | CLEARING AND GRUBBING (5 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 20,000.00 | 2,000.00 | 20,000.00 | |
1028 | SIGNS | 02562 | SQFT | 900.00 | 900.000 | 330.500 | 330.500 | 3.00 | 991.50 | |||
1029 | EDGE KEY | 02585 | LF | 100.00 | 100.000 | 320.000 | 320.000 | 19.00 | 6,080.00 | |||
1030 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 400.00 | 400.000 | 564.990 | 564.990 | 2.00 | 1,129.98 | |||
1031 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,709.00 | 1,709.000 | 5,387.190 | 5,387.190 | 2.00 | 10,774.38 | |||
1032 | REMOVE HEADWALL | 02625 | EACH | 19.00 | 20.000 | 19.000 | 19.000 | 450.00 | 8,550.00 | |||
1033 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 50,000.00 | 5,000.00 | 50,000.00 | |
1034 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 2,650.00 | 15,900.00 | |||
1035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
1036 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 377.00 | 377.000 | 1,433.630 | 1,433.630 | 31.00 | 44,442.53 | |||
1037 | TEMP SILT FENCE | 02701 | LF | 2,950.00 | 2,950.000 | 764.500 | 764.500 | 1.38 | 1,055.01 | |||
1038 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 535.00 | 0.00 | |||
1039 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 220.00 | 1,100.00 | |||
1040 | SILT TRAP TYPE C | 02705 | EACH | 50.00 | 50.000 | 34.000 | 34.000 | 150.00 | 5,100.00 | |||
1041 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
1042 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
1043 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 100.00 | 100.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
1044 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,950.00 | 2,950.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
1045 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,889.00 | 1,889.000 | 2,167.065 | 2,167.065 | 28.50 | 61,761.35 | |||
1046 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 133.00 | 133.000 | 192.156 | 192.156 | 8.00 | 1,537.24 | |||
1047 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 30,000.00 | 1,500.00 | 30,000.00 | |
1048 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,590.00 | 3,180.00 | |||
1049 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 32.00 | 32.000 | 35.000 | 35.000 | 450.00 | 15,750.00 | |||
1050 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
1051 | STEEL STRAIN POLE | 04880 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,250.00 | 0.00 | |||
1052 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,334.00 | 1,334.000 | 3,037.970 | 3,037.970 | 1.15 | 3,493.66 | |||
1053 | TEMP MULCH | 05952 | SQYD | 23,110.00 | 23,110.000 | 10,149.220 | 10,149.220 | 0.16 | 1,623.87 | |||
1054 | TOPDRESSING FERTILIZER | 05966 | TON | 0.96 | 0.960 | 0.000 | 0.000 | 825.00 | 0.00 | |||
1055 | SEEDING AND PROTECTION | 05985 | SQYD | 18,405.00 | 18,405.000 | 2,967.470 | 2,967.470 | 0.34 | 1,008.93 | |||
1056 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,314.00 | 2,314.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
1057 | SODDING | 05990 | SQYD | 2,830.00 | 2,830.000 | 9,297.637 | 9,297.637 | 2.88 | 26,777.19 | |||
1058 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 26.00 | 520.00 | |||
1059 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 12.00 | 12.000 | 20.000 | 20.000 | 26.00 | 520.00 | |||
1060 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,000.00 | 6,000.000 | 5,714.000 | 5,714.000 | 0.13 | 742.82 | |||
1061 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 4,000.00 | 4,000.000 | 5,087.000 | 5,087.000 | 0.19 | 966.53 | |||
1062 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,297.00 | 10,297.000 | 28,022.000 | 28,022.000 | 0.15 | 4,203.30 | |||
1063 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 989.00 | 989.000 | 1,708.000 | 1,708.000 | 0.23 | 392.84 | |||
1064 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 885.00 | 885.000 | 826.000 | 826.000 | 0.95 | 784.70 | |||
1065 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 54.00 | 54.000 | 267.000 | 267.000 | 0.95 | 253.65 | |||
1066 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 318.00 | 318.000 | 788.750 | 788.750 | 7.35 | 5,797.31 | |||
1067 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 273.00 | 273.000 | 32.000 | 32.000 | 4.50 | 144.00 | |||
1068 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 83.00 | 498.00 | |||
1069 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 28.00 | 28.000 | 47.000 | 47.000 | 93.00 | 4,371.00 | |||
1070 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 155.00 | 155.00 | |||
1071 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 120.00 | 1,080.00 | |||
1072 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 9.00 | 9.000 | 13.000 | 13.000 | 220.00 | 2,860.00 | |||
1073 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
1074 | CONCRETE-CLASS A | 08100 | CUYD | 88.52 | 108.520 | 110.150 | 110.150 | 600.00 | 66,090.00 | |||
1075 | STEEL REINFORCEMENT | 08150 | LB | 195.00 | 195.000 | 195.000 | 195.000 | 1.00 | 195.00 | |||
1076 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
1077 | FUEL ADJUSTMENT | 10020NS | DOLL | 9,400.00 | 9,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1078 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 16,565.00 | 16,565.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1079 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 3.79 | 0.00 | |||
1080 | SAWCUT PAVEMENT | 20550ND | LF | 8,067.00 | 8,837.000 | 8,927.000 | 8,927.000 | 3.00 | 26,781.00 | |||
1081 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
1083 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 3,687.00 | 3,687.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
1084 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 799.00 | 799.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
1085 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 502.00 | 502.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
1086 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,592.00 | 1,592.000 | 2,820.500 | 2,820.500 | 2.00 | 5,641.00 | |||
1087 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 442.00 | 442.000 | 329.940 | 329.940 | 22.50 | 7,423.65 | |||
1088 | TEMPORARY SIGNAL MODIFICATION | 23163ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
1089 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 104.00 | 104.000 | 71.000 | 71.000 | 8.80 | 624.80 | |||
1090 | MODULAR GLARE SCREEN | 21431ED | LF | 352.00 | 352.000 | 352.000 | 352.000 | 25.00 | 8,800.00 | |||
1091 | PLUG JUNCTION BOX | 24472ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
1092 | PLUG DROP BOX | 24473ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
1093 | PLUG MANHOLE | 20242NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
8007 | COST PLUS WORK TO REPAIR TRIMARC FACILITY | 10080NSD | DOLL | 0.00 | 8,289.260 | 8,289.260 | 8,289.260 | 1.00 | 8,289.26 | |||
8008 | STANDARD CURB AND GUTTER MOD 12 INCH THICK GUTTER | 01811 | LF | 0.00 | 800.000 | 4,672.413 | 4,672.413 | 16.50 | 77,094.81 | |||
8015 | REMOVE PAVEMENT | 02091 | SQYD | 0.00 | 1,210.000 | 1,461.086 | 1,586.199 | 3,047.285 | 22.54 | 32,932.87 | 68,685.80 | |
8016 | MAINTAIN & CONTROL TRAFFIC FOR RAMP JPC REPLACEMENT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,178.81 | 6,178.81 | |||
8022 | PERFORATED PIPE-6 IN | 01001 | LF | 0.00 | 250.000 | 250.000 | 250.000 | 16.20 | 4,050.00 | |||
8024 | CONDUIT-1 1/4 IN FOR PLANNING STATIONS | 04793 | LF | 0.00 | 40.000 | 10.000 | 10.000 | 7.09 | 70.90 | |||
8025 | CONDUIT-2 IN FOR PLANNING STATIONS | 04795 | LF | 0.00 | 30.000 | 31.000 | 31.000 | 12.29 | 380.99 | |||
8026 | ELECTRICAL JUNCTION BOX TYPE B FOR PLANNING STATIONS | 04811 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 601.65 | 1,203.30 | |||
8027 | TRENCHING AND BACKFILLING FOR PLANNING STATIONS | 04820 | LF | 0.00 | 70.000 | 33.000 | 33.000 | 3.15 | 103.95 | |||
8028 | LOOP WIRE FOR PLANNING STATIONS | 04830 | LF | 0.00 | 2,775.000 | 2,498.000 | 2,498.000 | 0.24 | 599.52 | |||
8029 | LOOP SAW SLOT AND FILL FOR PLANNING STATIONS | 04895 | LF | 0.00 | 475.000 | 509.000 | 509.000 | 11.81 | 6,011.29 | |||
8030 | WOOD POST FOR PLANNING STATIONS | 20360ES818 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 264.60 | 264.60 | |||
8031 | ELECTRICAL JUNCTION BOX-10 X 8 X 4 FOR PLANNING STATIONS | 20468EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 551.25 | 1,102.50 | |||
8036 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
8037 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
8038 | PAVE STRIPING-DUR TY 1-8 IN W | 06558 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
8039 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
8041 | CRASH CUSHION TYPE IX | 02929 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 6,700.45 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0002 DRAINAGE | |||||||
2001 | CULVERT PIPE-18 IN | 00462 | LF | 16.20 | 16.200 | 11.500 | 11.500 | 91.00 | 1,046.50 | |||
2002 | CULVERT PIPE-24 IN | 00464 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 92.00 | 2,024.00 | |||
2003 | STORM SEWER PIPE-15 IN | 00521 | LF | 30.50 | 30.500 | 141.000 | 141.000 | 52.00 | 7,332.00 | |||
2004 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,525.00 | 2,525.000 | 2,521.500 | 2,521.500 | 55.00 | 138,682.50 | |||
2005 | STORM SEWER PIPE-24 IN | 00524 | LF | 311.30 | 391.300 | 387.000 | 387.000 | 77.00 | 29,799.00 | |||
2006 | STORM SEWER PIPE-30 IN | 00526 | LF | 37.90 | 37.900 | 32.500 | 32.500 | 110.00 | 3,575.00 | |||
2007 | STORM SEWER PIPE-36 IN | 00528 | LF | 10.00 | 260.000 | 231.750 | 231.750 | 180.00 | 41,715.00 | |||
2008 | STORM SEWER PIPE-48 IN EQUIV | 00560 | LF | 39.00 | 39.000 | 40.000 | 40.000 | 250.00 | 10,000.00 | |||
2009 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 100.00 | 100.000 | 20.000 | 20.000 | 95.00 | 1,900.00 | |||
2010 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
2011 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,900.00 | 5,700.00 | |||
2012 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
2013 | DROP BOX INLET TYPE 5C | 01508 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
2014 | DROP BOX INLET TYPE 13G | 01559 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 2,300.00 | 87,400.00 | |||
2015 | DROP BOX INLET TYPE 13S | 01568 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,800.00 | 11,200.00 | |||
2016 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
2017 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
2018 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
2019 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
2020 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
2021 | PLUG MANHOLE | 20242NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
2022 | PLUG JUNCTION BOX | 24472ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
2023 | PLUG DROP BOX | 24473ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
8010 | ADJUST INLET | 01719 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,345.33 | 1,345.33 | |||
8012 | DITCH EXCAVATION | 20597EC | CUYD | 0.00 | 1,362.000 | 1,362.000 | 1,362.000 | 4.38 | 5,965.56 | |||
8013 | STORM SEWER PIPE-48 IN | 00530 | LF | 0.00 | 16.000 | 16.000 | 16.000 | 231.32 | 3,701.12 | |||
8014 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,573.64 | 4,573.64 | |||
8017 | COST PLUS WORK 48 IN S&F INLET WITH GRATES | 10080NSD | DOLL | 0.00 | 7,334.980 | 7,334.980 | 7,334.980 | 1.00 | 7,334.98 | |||
8019 | COST PLUS WORK TO MODIFY MANHOLE | 10080NSD | DOLL | 0.00 | 2,271.270 | 2,271.270 | 2,271.270 | 1.00 | 2,271.27 | |||
8023 | COST PLUS WORK TO REMOVE AND REPLACE DBI LID | 10080NSD | DOLL | 0.00 | 1,635.070 | 1,635.070 | 1,635.070 | 1.00 | 1,635.07 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0003 PAVING | |||||||
3001 | DGA BASE | 00001 | TON | 4,372.00 | 4,372.000 | 4,521.330 | 4,521.330 | 20.00 | 90,426.60 | |||
3002 | ASPHALT SEAL AGGREGATE | 00100 | TON | 20.30 | 20.300 | 10.712 | 10.712 | 275.00 | 2,945.80 | |||
3003 | LEVELING & WEDGING PG64-22 | 00190 | TON | 262.00 | 262.000 | 389.310 | 389.310 | 75.00 | 29,198.25 | |||
3004 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,471.00 | 5,402.560 | 5,783.830 | 5,783.830 | 62.00 | 358,597.46 | |||
3005 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 2.60 | 2.600 | 1.273 | 1.273 | 640.00 | 814.72 | |||
3006 | JPC PAVEMENT-10 IN | 02069 | SQYD | 728.00 | 2,448.000 | 1,090.210 | 2,468.911 | 3,559.121 | 63.25 | 68,955.78 | 225,114.40 | |
3007 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 490.00 | 490.000 | 696.250 | 696.250 | 40.00 | 27,850.00 | |||
3008 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 1,147.00 | 2,771.000 | 2,905.100 | 2,905.100 | 80.00 | 232,408.00 | |||
8042 | JPC PAVEMENT-10 IN RAMP 1 RECONSTRUCTION | 02069 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0004 SIGNING | |||||||
4001 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 7.82 | 7.820 | 0.000 | 0.000 | 300.00 | 0.00 | |||
4002 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 421.00 | 421.000 | 420.890 | 420.890 | 18.00 | 7,576.02 | |||
4003 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 252.00 | 252.000 | 220.315 | 220.315 | 11.00 | 2,423.46 | |||
4004 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 283.00 | 283.000 | 277.700 | 277.700 | 12.00 | 3,332.40 | |||
4005 | STEEL POST TYPE 1 | 06410 | LF | 985.00 | 985.000 | 696.000 | 696.000 | 7.00 | 4,872.00 | |||
4006 | GMSS TYPE D | 21596ND | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
4007 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
4008 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
4009 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 35.00 | 35.00 | |||
4010 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
8018 | MAST ARM POLE | 04881 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 18,013.22 | 18,013.22 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0005 SIGNALIZATION | |||||||
5001 | CONDUIT-1 1/4 IN | 04793 | LF | 270.00 | 270.000 | 240.000 | 240.000 | 6.38 | 1,531.20 | |||
5002 | CONDUIT-2 IN | 04795 | LF | 540.00 | 540.000 | 132.000 | 132.000 | 9.55 | 1,260.60 | |||
5003 | TRENCHING AND BACKFILLING | 04820 | LF | 710.00 | 710.000 | 658.000 | 658.000 | 2.20 | 1,447.60 | |||
5004 | CABLE-NO. 14/5C | 04844 | LF | 9,347.00 | 9,347.000 | 10,313.000 | 10,313.000 | 1.30 | 13,406.90 | |||
5005 | POLE 35 FT WOODEN | 04871 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
5006 | STEEL STRAIN POLE | 04880 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,214.00 | 20,856.00 | |||
5007 | ANCHOR | 04884 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
5008 | MESSENGER-10800 LB | 04885 | LF | 375.00 | 375.000 | 376.000 | 376.000 | 3.75 | 1,410.00 | |||
5009 | MESSENGER-15400 LB | 04886 | LF | 2,275.00 | 2,275.000 | 2,167.000 | 2,167.000 | 3.85 | 8,342.95 | |||
5010 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,300.00 | 11,500.00 | |||
5012 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 995.00 | 15,920.00 | |||
5013 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
5014 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 271.00 | 1,626.00 | |||
5015 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
5016 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 50.00 | 50.000 | 53.000 | 53.000 | 165.00 | 8,745.00 | |||
5017 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
5018 | BORE AND JACK CONDUIT | 21543EN | LF | 100.00 | 100.000 | 73.000 | 73.000 | 13.25 | 967.25 | |||
5019 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 168.00 | 3,360.00 | |||
5020 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 195.00 | 3,900.00 | |||
5021 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 87.27 | 92.770 | 89.840 | 89.840 | 1,300.00 | 116,792.00 | |||
5022 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 600.00 | 7,200.00 | |||
5023 | INSTALL SIGNAL SENSOR SYSTEM | 24133EC | EACH | 5.00 | 5.000 | 3.750 | 3.750 | 4,950.00 | 18,562.50 | |||
5024 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
5025 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 536.00 | 536.00 | |||
8032 | COST PLUS WORK HYDRO EXCAVATION FOR POLE BASE | 10080NSD | DOLL | 0.00 | 2,501.820 | 2,501.820 | 2,501.820 | 1.00 | 2,501.82 | |||
8033 | COST PLUS WORK TO DEMO POLE BASES | 10080NSD | DOLL | 0.00 | 3,002.670 | 3,002.670 | 3,002.670 | 1.00 | 3,002.67 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0006 LIGHTING | |||||||
6001 | POLE 30 FT MTG HT | 04700 | EACH | 6.00 | 9.000 | 9.000 | 9.000 | 906.00 | 8,154.00 | |||
6002 | POLE 40 FT MTG HT | 04701 | EACH | 25.00 | 27.000 | 27.000 | 27.000 | 1,076.00 | 29,052.00 | |||
6003 | BRACKET 6 FT | 04721 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
6004 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 230.00 | 460.00 | |||
6005 | BRACKET 12 FT | 04724 | EACH | 9.00 | 14.000 | 14.000 | 14.000 | 430.00 | 6,020.00 | |||
6006 | BRACKET 15 FT | 04725 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 405.50 | 6,893.50 | |||
6007 | POLE BASE | 04740 | EACH | 31.00 | 36.000 | 38.000 | 38.000 | 752.00 | 28,576.00 | |||
6008 | TRANSFORMER BASE | 04750 | EACH | 31.00 | 36.000 | 36.000 | 36.000 | 309.00 | 11,124.00 | |||
6009 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,383.00 | 10,383.00 | |||
6010 | HPS LUMINAIRE | 04770 | EACH | 31.00 | 36.000 | 36.000 | 36.000 | 332.00 | 11,952.00 | |||
6011 | FUSED CONNECTOR KIT | 04780 | EACH | 85.00 | 95.000 | 94.000 | 94.000 | 91.50 | 8,601.00 | |||
6012 | CONDUIT-1 1/4 IN | 04793 | LF | 2,727.00 | 3,927.000 | 3,493.000 | 3,493.000 | 6.38 | 22,285.34 | |||
6013 | CONDUIT-2 IN | 04795 | LF | 4,618.00 | 4,618.000 | 4,820.000 | 4,820.000 | 9.55 | 46,031.00 | |||
6014 | TRENCHING AND BACKFILLING | 04820 | LF | 6,504.00 | 7,704.000 | 6,758.500 | 6,758.500 | 2.20 | 14,868.70 | |||
6015 | WIRE-NO. 12-INSTALL | 23675EC | LF | 4,770.00 | 5,130.000 | 5,808.000 | 5,808.000 | 0.31 | 1,800.48 | |||
6016 | WIRE-NO.8-INSTALL | 24474ED | LF | 8,865.00 | 8,865.000 | 9,790.000 | 9,790.000 | 0.49 | 4,797.10 | |||
6017 | WIRE-NO. 6 | 04834 | LF | 11,496.00 | 15,096.000 | 15,780.000 | 15,780.000 | 1.12 | 17,673.60 | |||
6018 | WIRE-NO. 4 | 04835 | LF | 2,685.00 | 2,685.000 | 2,865.000 | 2,865.000 | 1.47 | 4,211.55 | |||
6019 | WIRE-NO. 2 | 04836 | LF | 8,920.00 | 8,920.000 | 9,780.000 | 9,780.000 | 2.07 | 20,244.60 | |||
6020 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,650.00 | 16,650.00 | |||
6021 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 632.50 | 7,590.00 | |||
6022 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 1,115.00 | 10,035.00 | |||
6023 | BORE AND JACK CONDUIT | 21543EN | LF | 791.00 | 791.000 | 1,483.000 | 1,483.000 | 13.25 | 19,649.75 | |||
8009 | REMOVE LIGHTING AND MAINTAIN ON RAMP 4 | 04940 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,350.99 | 9,350.99 | |||
8040 | LUMINAIRE ARM MOUNT BRACKET FOR SIDEWALK LIGHTING | 23637EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,332.22 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0007 INTELLIGENT TRANSPORTATION SYSTEMS | |||||||
7001 | CONDUIT-2 IN | 04795 | LF | 1,265.00 | 1,265.000 | 1,455.000 | 1,455.000 | 9.55 | 13,895.25 | |||
7002 | PVC PIPE-2 IN | 03381 | LF | 2,230.00 | 2,230.000 | 2,000.000 | 2,000.000 | 2.61 | 5,220.00 | |||
7003 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,115.00 | 8,920.00 | |||
7004 | TRENCHING AND BACKFILLING | 04820 | LF | 2,138.00 | 2,138.000 | 2,252.000 | 2,252.000 | 2.20 | 4,954.40 | |||
7005 | BORE AND JACK CONDUIT | 21543EN | LF | 1,357.00 | 1,357.000 | 844.000 | 844.000 | 13.25 | 11,183.00 | |||
7006 | FIBER TRANSCEIVER SIGN | 21458ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 487.00 | 4,870.00 | |||
7007 | FIBER TERMINATION RACK | 21076ND | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,112.00 | 10,560.00 | |||
7008 | COMMUNICATION CABLE | 23150NN | LF | 300.00 | 300.000 | 300.000 | 300.000 | 1.00 | 300.00 | |||
7009 | FIBER OPTIC CABLE | 21077ED | LF | 3,695.00 | 3,695.000 | 4,652.000 | 4,652.000 | 2.80 | 13,025.60 | |||
7010 | WEB CAMERA ASSEMBLY | 22403NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,700.00 | 19,400.00 | |||
7011 | DATA SURGE DEVICE | 21071ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
7012 | ADAPTIVE SIGNAL SYSTEM | 24495EC | EACH | 5.00 | 5.000 | 2.500 | 2.500 | 46,101.00 | 115,252.50 | |||
7013 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
8035 | MAINTAIN & CONTROL TRAFFIC FOR ADAPTIVE SYSTEM EXPANSION | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,850.00 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0008 WATERLINE | |||||||
7101 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 60.00 | 60.000 | 13.000 | 13.000 | 95.00 | 1,235.00 | |||
7102 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 10.00 | 10.000 | 40.500 | 40.500 | 160.00 | 6,480.00 | |||
7103 | DUCTILE IRON PIPE-36 IN | 21235ED | LF | 2,430.00 | 2,561.350 | 2,386.827 | 2,386.827 | 235.00 | 560,904.34 | |||
7104 | ADD FOR RESTRAINED JOINTS-36 IN | 24498EC | LF | 1,000.00 | 1,834.070 | 1,833.130 | 1,833.130 | 150.00 | 274,969.50 | |||
7105 | POLYWRAP | 20137EN | LF | 4,800.00 | 5,100.700 | 4,992.500 | 4,992.500 | 2.00 | 9,985.00 | |||
7106 | POLYTAPE | 20138EC | EACH | 48.00 | 48.000 | 72.000 | 72.000 | 7.00 | 504.00 | |||
7107 | OPEN CUT ROADWAY | 04821 | LF | 360.00 | 360.000 | 186.000 | 186.000 | 52.00 | 9,672.00 | |||
7108 | SOLID SLEEVE-36 IN | 24499EC | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 9,200.00 | 46,000.00 | |||
7109 | SOLID SLEEVE-12 IN | 20127EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
7110 | GATE VALVE-36 IN | 24500EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 55,000.00 | 110,000.00 | |||
7111 | GATE VALVE-12 IN | 03532 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
7112 | GATE VALVE-6 IN | 03526 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
7113 | ROUNDTOP AND LID #2 | 20835ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
7114 | KEYTUBE 7 IN | 20834ED | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 350.00 | 2,100.00 | |||
7115 | ABANDON VALVE | 21455ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
7116 | REMOVE VALVE BOX | 20831ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 130.00 | 130.00 | |||
7117 | ADJUST VALVE BOX TO GRADE | 20697ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
7118 | TEMP BLOW-OFF 6 IN | 24501EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,500.00 | 19,000.00 | |||
7119 | AIR RELEASE VALVE ASSEMBLY | 22082NN | EACH | 2.00 | 4.000 | 2.000 | 2.000 | 9,800.00 | 19,600.00 | |||
7120 | TEE 36 IN X 36 IN | 24502EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
7121 | TEE 36 IN X 12 IN | 24503EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
7122 | TEE 36 IN X 6 IN | 24504EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,200.00 | 12,200.00 | |||
7123 | TEE-6 IN X 6 IN | 23358EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 775.00 | 775.00 | |||
7124 | BEND 11.25 DEG-36 IN | 24505EC | EACH | 7.00 | 6.000 | 6.000 | 6.000 | 6,500.00 | 39,000.00 | |||
7125 | BEND 22.5 DEG-36 IN | 24506EC | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 6,500.00 | 13,000.00 | |||
7126 | BEND 45 DEG-36 IN | 24507EC | EACH | 37.00 | 14.000 | 14.000 | 14.000 | 6,500.00 | 91,000.00 | |||
7127 | BEND 90 DEG 12 IN | 03562 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
7128 | BEND 22.50 DEG 6 IN | 03545 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 360.00 | 360.00 | |||
7129 | BEND 45 DEG 6 IN | 03554 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
7130 | REDUCER-36 X 24 IN | 23742EC | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 8,300.00 | 16,600.00 | |||
7131 | GRIPPER GLAND 12 IN | 20828ED | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
7132 | GRIPPER GLAND 6 IN | 20830ED | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 410.00 | 3,690.00 | |||
7133 | FOSTER ADAPTERS-12 IN | 24514ED | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 985.00 | 985.00 | |||
7134 | PLUG-24 IN | 23197EC | EACH | 4.00 | 2.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
7135 | PLUG-12 IN | 23093ND | EACH | 2.00 | 4.000 | 0.000 | 0.000 | 830.00 | 0.00 | |||
7136 | PLUG-6 IN | 20961ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
7137 | TIE-IN 36 IN | 24510EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
7138 | TIE-IN 24 IN | 03474 | EACH | 4.00 | 2.000 | 2.000 | 2.000 | 13,000.00 | 26,000.00 | |||
7139 | TIE-IN 12 IN | 03472 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
7140 | TIE-IN 6 IN | 03466 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
7141 | CHLORINATION-FLUSH-PRESSURE TEST-36 IN | 24511EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
7142 | HYDROSTATIC TEST 36 IN MAIN | 24512EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
7143 | EXCAVATION-UNCLASSIFIED | 23326EC | CUYD | 750.00 | 8,072.220 | 7,357.602 | 7,357.602 | 100.00 | 735,760.20 | |||
7144 | 54-IN STEEL CASING BORE AND JACK | 24513EC | LF | 235.00 | 415.000 | 310.000 | 310.000 | 675.00 | 209,250.00 | |||
8001 | SOLID SLEEVE-6 IN | 20120EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 541.83 | 0.00 | |||
8002 | DRAIN ASSEMBLY 12-INCH | 20154ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 6,962.05 | 27,848.20 | |||
8003 | TANGENT FLANGED NECK OUTLET-8 IN | 23109ND | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 2,490.95 | 0.00 | |||
8004 | GASKET -NITRILE 24 IN | 24571EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 182.44 | 0.00 | |||
8005 | GASKET -NITRILE 36 IN | 24571EC | EACH | 0.00 | 38.000 | 29.000 | 29.000 | 400.98 | 11,628.42 | |||
8006 | COST PLUS WORK FOR WATER MAIN VACUUM EXCAVATES | 10080NSD | DOLL | 0.00 | 10,477.000 | 10,477.000 | 10,477.000 | 1.00 | 10,477.00 | |||
8011 | COST PLUS WORK POLE BRACING BY LG&E | 10080NSD | DOLL | 0.00 | 9,000.000 | 9,000.000 | 9,000.000 | 1.00 | 9,000.00 | |||
8020 | COST PLUS WORK TO HAND DIG AROUND FIBER OPTIC LINE | 10080NSD | DOLL | 0.00 | 5,279.580 | 5,279.580 | 5,279.580 | 1.00 | 5,279.58 | |||
8021 | COST PLUS WORK TO RELOCATE WATER VALVE | 10080NSD | DOLL | 0.00 | 8,645.910 | 8,645.910 | 8,645.910 | 1.00 | 8,645.91 | |||
8100 | DUCTILE IRON PIPE-36 IN LWC ADDITION UNDER I-64 | 21235ED | LF | 0.00 | 389.000 | 385.000 | 385.000 | 235.00 | 90,475.00 | |||
8101 | ADD FOR RESTRAINED JOINTS-36 IN LWC ADDITION UNDER I-64 | 24498EC | LF | 0.00 | 389.000 | 385.000 | 385.000 | 150.00 | 57,750.00 | |||
8102 | POLYWRAP LWC ADDITION UNDER I-64 | 20137EN | LF | 0.00 | 800.000 | 770.000 | 770.000 | 2.00 | 1,540.00 | |||
8103 | EXCAVATION-UNCLASSIFIED LWC ADDITION UNDER I-64 | 23326EC | CUYD | 0.00 | 639.000 | 638.510 | 638.510 | 100.00 | 63,851.00 | |||
8104 | 54-IN STEEL CASING BORE AND JACK LWC ADDITION UNDER I-64 | 24513EC | LF | 0.00 | 260.000 | 260.000 | 260.000 | 675.00 | 175,500.00 | |||
8105 | TEE 36 IN X 18 IN - LWC ADDITION | 24486ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
8106 | ACCESS MANHOLE VAULT 48 IN - LWC ADDITION | 20153EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 5,747.09 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0009 MOBILIZATION / DEMOBILIZATION | |||||||
7301 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
7302 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 69,202.81 | 0.00 | |||
Project | DE05600641229 | Fed/State Project Number | IM 0642 (178) | Category | 0010 NON-PARTICIPATING | |||||||
8034 | ADMINISTRATIVE SETTLEMENT DELAYS AND ADDITIONAL WATER LINE WORK | 10104NX | DOLL | 0.00 | 540,000.000 | 539,900.000 | 539,900.000 | 1.00 | 539,900.00 | |||
SUBTOT | $117,067.86 |
$6,559,995.28 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
7012-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0006 | $31798.400000 | $158,992.00 | ||||||
6009-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0007 | $6884.890000 | $6,884.89 | ||||||
7101-1-0I |
PIPE, DUCTILE IRON | LF |
60.00 | 0009 | $26.670000 | $1,600.20 | ||||||
7102-1-0I |
PIPE, DUCTILE IRON | LF |
10.00 | 0009 | $65.090000 | $650.90 | ||||||
7103-1-1I |
PIPE, DUCTILE IRON | LF |
1,341.02 | 0009 | $140.020000 | $187,770.04 | ||||||
7103-1-0I |
PIPE, DUCTILE IRON | LF |
1,290.13 | 0009 | $125.010000 | $161,280.03 | ||||||
7104-1-0I |
UTILITY INCIDENTAL | LF |
549.83 | 0009 | $92.080000 | $50,628.71 | ||||||
7104-1-1I |
UTILITY INCIDENTAL | LF |
1,341.02 | 0009 | $98.020000 | $131,447.07 | ||||||
7108-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0009 | $1420.400000 | $5,681.60 | ||||||
7109-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $88.000000 | $88.00 | ||||||
7120-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $8451.460000 | $8,451.46 | ||||||
7123-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $71.520000 | $71.52 | ||||||
7124-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0009 | $4276.230000 | $21,381.15 | ||||||
7125-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0009 | $4267.120000 | $8,534.24 | ||||||
7126-1-0I |
UTILITY INCIDENTAL | EACH |
14.00 | 0009 | $4293.500000 | $60,109.00 | ||||||
7127-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $153.600000 | $153.60 | ||||||
7128-1-0I |
UTILITY INCIDENTAL | EACH |
2.00 | 0009 | $36.480000 | $72.96 | ||||||
7129-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0009 | $39.840000 | $199.20 | ||||||
7130-1-0I |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $4890.710000 | $4,890.71 | ||||||
6010-1-0I |
TRAFFIC INCIDENTAL | EACH |
36.00 | 0012 | $177.080000 | $6,374.80 | ||||||
5006-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0013 | $3596.100000 | $14,384.40 | ||||||
6001-1-0I |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0014 | $468.970000 | $4,220.73 | ||||||
6002-1-0I |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0014 | $592.250000 | $15,990.75 | ||||||
6003-1-0I |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0014 | $70.100000 | $210.30 | ||||||
6004-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0014 | $154.000000 | $308.00 | ||||||
6005-1-0I |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0014 | $192.250000 | $2,691.50 | ||||||
6006-1-0I |
TRAFFIC INCIDENTAL | EACH |
17.00 | 0014 | $205.630000 | $3,495.71 | ||||||
6008-1-0I |
TRAFFIC INCIDENTAL | EACH |
31.00 | 0014 | $220.000000 | $6,820.00 | ||||||
7103-1-0A |
PIPE, DUCTILE IRON | LF |
398.00 | 0009 | $125.010000 | $-49,753.98 | ||||||
7124-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0009 | $4276.230000 | $-4,276.23 | ||||||
7103-1-0A |
PIPE, DUCTILE IRON | LF |
260.00 | 0010 | $125.010000 | $-32,502.60 | ||||||
7104-1-0A |
UTILITY INCIDENTAL | LF |
349.02 | 0010 | $92.080000 | $-32,137.76 | ||||||
7103-1-0A |
PIPE, DUCTILE IRON | LF |
100.00 | 0011 | $125.010000 | $-12,501.00 | ||||||
7103-1-0A |
PIPE, DUCTILE IRON | LF |
360.00 | 0012 | $125.010000 | $-45,003.60 | ||||||
7126-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0012 | $4293.500000 | $-8,587.00 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
3.86 | 0013 | $140.020000 | $-540.90 | ||||||
7103-1-0A |
PIPE, DUCTILE IRON | LF |
172.13 | 0013 | $125.010000 | $-21,518.85 | ||||||
7104-1-1A |
UTILITY INCIDENTAL | LF |
565.48 | 0013 | $98.020000 | $-55,428.94 | ||||||
7104-1-0A |
UTILITY INCIDENTAL | LF |
200.81 | 0013 | $92.080000 | $-18,490.95 | ||||||
7124-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0013 | $4276.230000 | $-8,552.46 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
648.00 | 0014 | $140.020000 | $-90,732.96 | ||||||
7104-1-1A |
UTILITY INCIDENTAL | LF |
699.71 | 0014 | $98.020000 | $-68,585.57 | ||||||
7124-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0014 | $4276.230000 | $-4,276.23 | ||||||
7126-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0014 | $4293.500000 | $-8,587.00 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
426.91 | 0015 | $140.020000 | $-59,776.92 | ||||||
7104-1-1A |
UTILITY INCIDENTAL | LF |
75.82 | 0015 | $98.020000 | $-7,432.56 | ||||||
7125-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0015 | $4267.120000 | $-8,534.24 | ||||||
7126-1-0A |
UTILITY INCIDENTAL | EACH |
4.00 | 0015 | $4293.500000 | $-17,174.00 | ||||||
5006-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0016 | $3596.100000 | $-7,192.20 | ||||||
6001-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0016 | $468.970000 | $-1,406.91 | ||||||
6002-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0016 | $592.250000 | $-4,145.75 | ||||||
6004-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0016 | $154.000000 | $-154.00 | ||||||
6005-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0016 | $192.250000 | $-1,345.75 | ||||||
6006-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0016 | $205.630000 | $-411.26 | ||||||
6010-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0016 | $177.080000 | $-1,770.78 | ||||||
7102-1-0A |
PIPE, DUCTILE IRON | LF |
10.00 | 0016 | $65.090000 | $-650.90 | ||||||
7109-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $88.000000 | $-88.00 | ||||||
7127-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0016 | $153.600000 | $-153.60 | ||||||
5006-1-0A |
TRAFFIC INCIDENTAL | EACH |
-2.00 | 0017 | $3596.100000 | $7,192.20 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
-385.00 | 0017 | $140.020000 | $53,907.70 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
287.41 | 0019 | $140.020000 | $-40,243.15 | ||||||
7108-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0019 | $1420.400000 | $-2,840.80 | ||||||
7126-1-0A |
UTILITY INCIDENTAL | EACH |
4.00 | 0019 | $4293.500000 | $-17,174.00 | ||||||
5006-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0020 | $3596.100000 | $-3,596.10 | ||||||
6009-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0020 | $6884.890000 | $-6,884.89 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
130.50 | 0021 | $140.020000 | $-18,272.61 | ||||||
7108-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0021 | $1420.400000 | $-2,840.80 | ||||||
7120-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $8451.460000 | $-8,451.46 | ||||||
7124-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $4276.230000 | $-4,276.23 | ||||||
7126-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0021 | $4293.500000 | $-8,587.00 | ||||||
7130-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0021 | $4890.710000 | $-4,890.71 | ||||||
7101-1-0A |
PIPE, DUCTILE IRON | LF |
13.00 | 0022 | $26.670000 | $-346.71 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
10.00 | 0022 | $140.020000 | $-1,400.20 | ||||||
7123-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0022 | $71.520000 | $-71.52 | ||||||
7128-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0022 | $36.480000 | $-36.48 | ||||||
5006-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0025 | $3596.100000 | $-10,788.30 | ||||||
6002-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0026 | $592.250000 | $-2,961.25 | ||||||
6005-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0026 | $192.250000 | $-192.25 | ||||||
6006-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0026 | $205.630000 | $-822.52 | ||||||
6008-1-0A |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0026 | $220.000000 | $-2,640.00 | ||||||
6010-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0026 | $177.080000 | $-885.39 | ||||||
6001-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0027 | $468.970000 | $-2,813.82 | ||||||
6002-1-0A |
TRAFFIC INCIDENTAL | EACH |
15.00 | 0027 | $592.250000 | $-8,883.75 | ||||||
6003-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0027 | $70.100000 | $-210.30 | ||||||
6004-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0027 | $154.000000 | $-154.00 | ||||||
6005-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0027 | $192.250000 | $-1,153.50 | ||||||
6006-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0027 | $205.630000 | $-2,261.93 | ||||||
6008-1-0A |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0027 | $220.000000 | $-3,080.00 | ||||||
6010-1-0A |
TRAFFIC INCIDENTAL | EACH |
21.00 | 0027 | $177.080000 | $-3,718.63 | ||||||
7103-1-1A |
PIPE, DUCTILE IRON | LF |
-25.00 | 0027 | $140.020000 | $3,500.50 | ||||||
7012-1-0A |
UTILITY INCIDENTAL | EACH |
2.50 | 0031 | $31798.400000 | $-79,496.00 | ||||||
6008-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0030 | $220.000000 | $-1,100.00 | ||||||
7101-10C |
PIPE, DUCTILE IRON | LF |
0.00 | 0030 | $26.670000 | $-1,253.49 | ||||||
7103-11C |
PIPE, DUCTILE IRON | LF |
0.00 | 0030 | $140.020000 | $-34,211.50 | ||||||
7128-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0030 | $36.480000 | $-36.48 | ||||||
7129-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0030 | $39.840000 | $-199.20 | ||||||
SUBTOT | $79,496.00 |