|
Report_Id: 111332 Est NO 0042 |
Date:12/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111332 | Estimate Number | 0042 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03320) Graves, Ashley R. P.E. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 11/30/2013 TO 12/13/2013 | ||||||
| Date Approved | 12/23/2013 | ||||||
| Primary Proj Number | DE00500901132 | ||||||
| Project No. | FD04 SPP 005 0090 011-014 | ||||||
| Primary County | BARREN | ||||||
| Name of Road | BURKESVILLE ROAD (KY 90) (SECTION 1) SPP | ||||||
| Description | RECONSTRUCT KY 90 EAST OF GLASGOW FROM THE LOUIS B NUNN PKWY TO APPROXIMATELY 0.57 MILE EAST OF KY 2198 | ||||||
| Date Let | 09/23/2011 | Formal Acceptance | |||||
| Date Awarded | 10/05/2011 | Date Work Began | 11/02/2011 | ||||
| Date Contract Executed | 10/13/2011 | Open To Traffic | |||||
| Date NTP Issued | 10/05/2011 | Actual Completion Date | 12/04/2013 | ||||
| Current Contract Amount | $10,826,657.86 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,806,405.30 |
Total Earnings | $10,175,944.11 |
$10,168,100.36 |
$7,843.75 |
|
| Percent Complete | 93.93 |
Stockpiled Materials | $3,425.33 |
$3,425.33 |
$0.00 |
|
| Funds Available | $657,288.42 |
Gross Earnings | $10,179,369.44 |
$10,171,525.69 |
$7,843.75 |
|
| Total Change Orders | $20,252.56 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,169,369.44 |
$10,161,525.69 |
$7,843.75 |
|||
| Contract Id | 111332 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0042 | Project Number | FD04 SPP 005 0090 011-014 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 11/30/2013 TO 12/13/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Project Wage Rate Adjustment (Sept. 1, 2011-Dec. 31, 2011) | Approved | 06/19/2012 | $816.94 | 0.0 | |||||
| 002 | Lot Pay, Non Spec, Liqu Damages Override | Approved | 05/30/2012 | $0.00 | 0.0 | |||||
| 003 | Project Wage Rate Adjustment (01/01/12-04/30/12) | Approved | 06/20/2012 | $1,486.84 | 0.0 | |||||
| 004 | Project Wage Rate Adjustment (May 1, 2012 to Aug 31, 2012) | Approved | 11/29/2012 | $10,083.00 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment Sept. 1, 2012 to Dec. 31, 2012 | Approved | 02/19/2013 | $5,479.84 | 0.0 | |||||
| 006 | Project Wage Rate Adjustment Jan. 1, 2013 to April 30, 2013 | Approved | 07/25/2013 | $2,385.94 | 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 |
||
| DE00500901132 | 1039 | CONCRETE-CLASS B | OTHER | 0033 | 1.00 |
$-10,000.00 |
$-10,000.00 |
||
| Contract Id | 111332 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00500901132 | ||||||
| Estimate Nbr | 0042 | Period | 11/30/2013 TO 12/13/2013 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE00500901132 | Fed/State Project Number | FD04 SPP 005 0090 011-014 | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 7,043.00 | 7,043.000 | 14,439.060 | 14,439.060 | 16.00 | 231,024.96 | |||
| 1002 | LEVELING & WEDGING PG64-22 | 00190 | TON | 527.00 | 527.000 | 542.100 | 542.100 | 68.70 | 37,242.27 | |||
| 1003 | PERFORATED PIPE-4 IN | 01000 | LF | 29,248.00 | 29,248.000 | 26,053.000 | 26,053.000 | 3.55 | 92,488.15 | |||
| 1004 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 686.00 | 686.000 | 875.000 | 875.000 | 10.00 | 8,750.00 | |||
| 1005 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 1006 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 41.00 | 41.000 | 32.000 | 32.000 | 400.00 | 12,800.00 | |||
| 1007 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 9.000 | 9.000 | 400.00 | 3,600.00 | |||
| 1008 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 60.00 | 60.000 | 27.000 | 27.000 | 410.00 | 11,070.00 | |||
| 1009 | REMOVE PIPE | 01310 | LF | 202.00 | 202.000 | 200.000 | 200.000 | 25.00 | 5,000.00 | |||
| 1010 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1011 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 1012 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,580.00 | 0.00 | |||
| 1013 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 1014 | STANDARD CURB AND GUTTER | 01810 | LF | 2,976.00 | 2,976.000 | 2,737.000 | 2,737.000 | 17.80 | 48,718.60 | |||
| 1015 | ISLAND INTEGRAL CURB | 01845 | LF | 42.25 | 42.250 | 94.500 | 94.500 | 35.00 | 3,307.50 | |||
| 1016 | STANDARD HEADER CURB | 01875 | LF | 145.00 | 145.000 | 132.000 | 132.000 | 30.00 | 3,960.00 | |||
| 1017 | ASPHALT WEDGE CURB | 01897 | LF | 65.00 | 65.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1018 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 31.00 | 31.000 | 92.000 | 92.000 | 7.00 | 644.00 | |||
| 1019 | BARRICADE-TYPE III | 02014 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 250.00 | 6,000.00 | |||
| 1020 | REMOVE PAVEMENT | 02091 | SQYD | 6,351.00 | 6,351.000 | 6,214.000 | 6,214.000 | 5.00 | 31,070.00 | |||
| 1021 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,566.00 | 1,566.000 | 1,569.740 | 1,569.740 | 44.65 | 70,088.89 | |||
| 1022 | ROADWAY EXCAVATION | 02200 | CUYD | 434,142.00 | 434,142.000 | 437,568.200 | 437,568.200 | 2.50 | 1,093,920.50 | |||
| 1023 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 886.00 | 886.000 | 483.000 | 483.000 | 30.00 | 14,490.00 | |||
| 1024 | GRANULAR EMBANKMENT | 02223 | CUYD | 22,833.00 | 22,833.000 | 14,456.600 | 14,456.600 | 23.00 | 332,501.80 | |||
| 1025 | WATER | 02242 | MGAL | 535.00 | 535.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1026 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,450.00 | 10,450.000 | 10,129.876 | 10,129.876 | 14.87 | 150,631.25 | |||
| 1027 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 16.00 | 16.000 | 12.500 | 12.500 | 35.50 | 443.75 | |||
| 1028 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,143.00 | 8,572.00 | |||
| 1029 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 15.000 | 15.000 | 1,984.00 | 29,760.00 | |||
| 1030 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 760.00 | 7,600.00 | |||
| 1031 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1032 | REMOVE GUARDRAIL | 02381 | LF | 1,327.00 | 1,327.000 | 237.500 | 237.500 | 1.50 | 356.25 | |||
| 1033 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 1034 | TEMP GUARDRAIL | 02397 | LF | 1,237.50 | 1,237.500 | 1,162.500 | 1,162.500 | 8.50 | 9,881.25 | |||
| 1035 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 115.00 | 115.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1036 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 70.00 | 700.00 | |||
| 1037 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 1038 | CLEARING AND GRUBBING (72.6 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,000.00 | 65,000.00 | |||
| 1039 | CONCRETE-CLASS B | 02555 | CUYD | 303.00 | 303.000 | 574.300 | 574.300 | 245.00 | 140,703.50 | |||
| 1040 | SIGNS | 02562 | SQFT | 1,487.00 | 1,487.000 | 230.400 | 230.400 | 6.50 | 1,497.60 | |||
| 1041 | EDGE KEY | 02585 | LF | 322.00 | 322.000 | 0.000 | 0.000 | 25.55 | 0.00 | |||
| 1042 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 572.00 | 572.000 | 6,580.000 | 6,580.000 | 2.00 | 13,160.00 | |||
| 1043 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 193,647.00 | 193,647.000 | 119,306.370 | 119,306.370 | 1.47 | 175,380.36 | |||
| 1044 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,191.00 | 7,191.000 | 8,871.650 | 8,871.650 | 2.00 | 17,743.30 | |||
| 1045 | HANDRAIL-TYPE A-1 | 02611 | LF | 340.00 | 340.000 | 239.820 | 239.820 | 58.00 | 13,909.56 | |||
| 1046 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 80,000.00 | 76,000.00 | |||
| 1047 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.930 | 0.930 | 150,000.00 | 139,500.00 | |||
| 1048 | LANE CLOSURE | 02653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1049 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 1050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 1051 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 380.00 | 380.000 | 26.370 | 933.090 | 959.460 | 29.90 | 788.46 | 28,687.85 | |
| 1052 | SAFELOADING | 02690 | CUYD | 1.40 | 1.400 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1053 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 1054 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,573.00 | 1,573.000 | 1,904.560 | 1,904.560 | 34.50 | 65,707.32 | |||
| 1055 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 132,000.00 | 125,400.00 | |||
| 1056 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 1057 | STEEL PIPE-2 1/2 IN | 03340 | LF | 73.50 | 73.500 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1058 | STEEL PIPE-4 IN | 03343 | LF | 73.50 | 73.500 | 0.000 | 0.000 | 39.50 | 0.00 | |||
| 1059 | EROSION CONTROL BLANKET | 05950 | SQYD | 81,187.00 | 81,187.000 | 13,220.800 | 13,220.800 | 1.05 | 13,881.84 | |||
| 1060 | TOPDRESSING FERTILIZER | 05966 | TON | 8.90 | 8.900 | 0.000 | 0.000 | 695.00 | 0.00 | |||
| 1061 | SEEDING AND PROTECTION | 05985 | SQYD | 171,530.00 | 171,530.000 | 161,562.000 | 161,562.000 | 0.28 | 45,237.36 | |||
| 1062 | SODDING | 05990 | SQYD | 32,449.00 | 32,449.000 | 11,259.600 | 11,259.600 | 3.25 | 36,593.70 | |||
| 1063 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 80,344.00 | 80,344.000 | 14,927.000 | 14,927.000 | 0.17 | 2,537.59 | |||
| 1064 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 74,427.00 | 74,427.000 | 93,143.000 | 93,143.000 | 0.19 | 17,697.17 | |||
| 1065 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.79 | 0.00 | |||
| 1066 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 261.00 | 261.000 | 262.000 | 262.000 | 5.95 | 1,558.90 | |||
| 1067 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 232.00 | 232.000 | 232.000 | 232.000 | 5.95 | 1,380.40 | |||
| 1068 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 266.00 | 266.000 | 211.000 | 211.000 | 15.95 | 3,365.45 | |||
| 1069 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 32.00 | 32.000 | 34.000 | 34.000 | 119.00 | 4,046.00 | |||
| 1070 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 263.00 | 263.000 | 255.000 | 255.000 | 21.95 | 5,597.25 | |||
| 1071 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 326.00 | 326.000 | 513.000 | 513.000 | 21.95 | 11,260.35 | |||
| 1072 | CONCRETE-CLASS A | 08100 | CUYD | 41.67 | 41.670 | 47.620 | 47.620 | 870.00 | 41,429.40 | |||
| 1073 | STEEL REINFORCEMENT | 08150 | LB | 2,393.50 | 2,393.500 | 5,506.490 | 5,506.490 | 1.25 | 6,883.11 | |||
| 1074 | FUEL ADJUSTMENT | 10020NS | DOLL | 209,743.00 | 209,743.000 | -2,600.950 | -2,600.950 | 1.00 | -2,600.95 | |||
| 1075 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 130,705.00 | 130,705.000 | 6,097.680 | 6,097.680 | 1.00 | 6,097.68 | |||
| 1076 | ROLLED CURB AND GUTTER | 20914ED | LF | 470.00 | 470.000 | 710.000 | 710.000 | 23.70 | 16,827.00 | |||
| 1077 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 13,845.00 | 13,845.000 | 4,846.300 | 4,846.300 | 5.00 | 24,231.50 | |||
| 1078 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.900 | 0.900 | 125,000.00 | 112,500.00 | |||
| 1079 | POLYETHYLENE PIPE-1 IN | 21701EN | LF | 575.00 | 575.000 | 0.000 | 0.000 | 9.90 | 0.00 | |||
| 1090 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 14,260.00 | 14,260.000 | 14,947.790 | 14,947.790 | 23.00 | 343,799.17 | |||
| 1092 | SAW CUT | 20430ED | LF | 4,049.00 | 4,049.000 | 640.000 | 640.000 | 2.80 | 1,792.00 | |||
| 8000 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 816.940 | 816.940 | 816.940 | 1.00 | 816.94 | |||
| 8001 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,375.000 | -1,375.000 | 1.00 | -1,375.00 | |||
| 8002 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8004 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 1,486.840 | 1,486.840 | 1,486.840 | 1.00 | 1,486.84 | |||
| 8005 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2012 to August 31, 2012) | 10035NS | DOLL | 0.00 | 10,083.000 | 10,083.000 | 10,083.000 | 1.00 | 10,083.00 | |||
| 8006 | PROJECT WAGE RATE ADJUSTMENT September 1, 2012-December 31, 2012 | 10035NS | DOLL | 0.00 | 5,479.840 | 5,479.840 | 5,479.840 | 1.00 | 5,479.84 | |||
| 8007 | PROJECT WAGE RATE ADJUSTMENT Jan. 1, 2013 to April 30, 2013 | 10035NS | DOLL | 0.00 | 2,385.940 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8008 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| Project | DE00500901132 | Fed/State Project Number | FD04 SPP 005 0090 011-014 | Category | 0002 PAVING | |||||||
| 2001 | DGA BASE | 00001 | TON | 41,225.00 | 41,225.000 | 46,610.500 | 46,610.500 | 15.85 | 738,776.42 | |||
| 2002 | CRUSHED STONE BASE | 00003 | TON | 4,314.00 | 4,314.000 | 3,661.840 | 3,661.840 | 21.20 | 77,631.00 | |||
| 2003 | LIME STABILIZED ROADBED | 00013 | SQYD | 81,626.00 | 81,626.000 | 67,829.000 | 67,829.000 | 2.45 | 166,181.05 | |||
| 2004 | LIME | 00014 | TON | 104.00 | 104.000 | 1,090.050 | 1,090.050 | 163.40 | 178,114.17 | |||
| 2005 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 20,408.00 | 20,408.000 | 18,533.630 | 18,533.630 | 39.90 | 739,491.83 | |||
| 2006 | TRAFFIC BOUND BASE | 00020 | TON | 545.00 | 545.000 | 49.910 | 49.910 | 16.00 | 798.56 | |||
| 2008 | ASPHALT SEAL AGGREGATE | 00100 | TON | 117.00 | 117.000 | 323.270 | 323.270 | 69.00 | 22,305.63 | |||
| 2009 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 4,851.00 | 4,851.000 | 4,167.870 | 4,167.870 | 52.55 | 219,021.56 | |||
| 2010 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 29,381.00 | 29,381.000 | 26,087.830 | 26,087.830 | 51.85 | 1,352,653.98 | |||
| 2011 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,262.00 | 3,262.000 | 3,156.800 | 3,156.800 | 62.20 | 196,352.96 | |||
| 2012 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,079.00 | 7,079.000 | 8,320.780 | 8,320.780 | 52.55 | 437,256.98 | |||
| 2013 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 14.00 | 14.000 | 43.300 | 43.300 | 895.00 | 38,753.50 | |||
| 2014 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,448.00 | 3,448.000 | 111.370 | 3,067.760 | 3,179.130 | 63.35 | 7,055.28 | 201,397.88 | |
| 2015 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 6,255.00 | 6,255.000 | 9,159.400 | 9,159.400 | 62.60 | 573,378.44 | |||
| 2016 | ASPHALT CURING SEAL | 00358 | TON | 148.00 | 148.000 | 73.430 | 73.430 | 650.00 | 47,729.50 | |||
| 2017 | JPC PAVEMENT-8 IN | 02084 | SQYD | 25.00 | 25.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 2018 | SAND FOR BLOTTER | 02702 | TON | 205.00 | 205.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| Project | DE00500901132 | Fed/State Project Number | FD04 SPP 005 0090 011-014 | Category | 0003 DRAINAGE | |||||||
| 3001 | ENTRANCE PIPE-15 IN | 00440 | LF | 423.00 | 423.000 | 335.000 | 335.000 | 29.00 | 9,715.00 | |||
| 3002 | ENTRANCE PIPE-18 IN | 00441 | LF | 141.00 | 141.000 | 141.000 | 141.000 | 32.00 | 4,512.00 | |||
| 3003 | ENTRANCE PIPE-24 IN | 00443 | LF | 93.00 | 93.000 | 37.000 | 37.000 | 39.00 | 1,443.00 | |||
| 3004 | ENTRANCE PIPE-30 IN | 00445 | LF | 122.00 | 122.000 | 122.000 | 122.000 | 55.00 | 6,710.00 | |||
| 3005 | CULVERT PIPE-15 IN | 00461 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 45.00 | 1,350.00 | |||
| 3006 | CULVERT PIPE-18 IN | 00462 | LF | 333.00 | 333.000 | 370.000 | 370.000 | 39.00 | 14,430.00 | |||
| 3007 | CULVERT PIPE-24 IN | 00464 | LF | 279.00 | 279.000 | 277.000 | 277.000 | 51.00 | 14,127.00 | |||
| 3008 | CULVERT PIPE-30 IN | 00466 | LF | 658.00 | 658.000 | 658.000 | 658.000 | 59.00 | 38,822.00 | |||
| 3009 | CULVERT PIPE-36 IN | 00468 | LF | 121.00 | 121.000 | 119.000 | 119.000 | 73.00 | 8,687.00 | |||
| 3010 | CULVERT PIPE-42 IN | 00469 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 89.00 | 6,853.00 | |||
| 3011 | CULVERT PIPE-54 IN | 00471 | LF | 95.00 | 95.000 | 95.000 | 95.000 | 117.00 | 11,115.00 | |||
| 3012 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,816.00 | 1,816.000 | 1,797.500 | 1,797.500 | 39.00 | 70,102.50 | |||
| 3013 | STORM SEWER PIPE-18 IN | 00522 | LF | 99.00 | 99.000 | 99.000 | 99.000 | 45.00 | 4,455.00 | |||
| 3014 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,433.33 | 5,733.32 | |||
| 3015 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,226.71 | 8,906.84 | |||
| 3016 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,752.91 | 2,752.91 | |||
| 3017 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 3,900.00 | 15,600.00 | |||
| 3018 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,856.36 | 9,712.72 | |||
| 3019 | CURB BOX INLET TYPE A | 01456 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 3,900.00 | 62,400.00 | |||
| 3020 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 3021 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,782.40 | 8,347.20 | |||
| 3022 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,833.83 | 2,833.83 | |||
| 3023 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,289.03 | 3,289.03 | |||
| 3024 | CHANNEL LINING CLASS II | 02483 | TON | 211.00 | 211.000 | 3,424.900 | 3,424.900 | 27.00 | 92,472.30 | |||
| 3025 | CHANNEL LINING CLASS III | 02484 | TON | 27.00 | 27.000 | 458.650 | 458.650 | 29.84 | 13,686.11 | |||
| 3027 | BORE AND JACK PIPE | 21661ES706 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 280.00 | 11,200.00 | |||
| 3028 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,754.00 | 1,754.000 | 1,734.100 | 1,734.100 | 4.80 | 8,323.68 | |||
| Project | DE00500901132 | Fed/State Project Number | FD04 SPP 005 0090 011-014 | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 53.80 | 53.800 | 53.800 | 53.800 | 400.00 | 21,520.00 | |||
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 248.60 | 248.600 | 248.600 | 248.600 | 400.00 | 99,440.00 | |||
| 4003 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 54,204.00 | 54,204.000 | 54,204.000 | 54,204.000 | 1.03 | 55,830.12 | |||
| 4004 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 542.00 | 542.000 | 634.360 | 634.360 | 30.00 | 19,030.80 | |||
| 4005 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 362.00 | 362.000 | 324.900 | 324.900 | 48.00 | 15,595.20 | |||
| 4006 | MASONRY COATING | 02998 | SQYD | 519.00 | 519.000 | 483.420 | 483.420 | 8.00 | 3,867.36 | |||
| 4007 | PILES-STEEL HP14X89 | 08051 | LF | 237.00 | 237.000 | 240.440 | 240.440 | 80.00 | 19,235.20 | |||
| 4008 | TEST PILES | 08033 | LF | 39.00 | 39.000 | 39.000 | 39.000 | 85.00 | 3,315.00 | |||
| 4009 | PILE POINTS-14 IN | 08095 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 120.00 | 2,160.00 | |||
| 4010 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 50.00 | 4,900.00 | |||
| 4012 | RAIL SYSTEM TYPE III | 21532ED | LF | 232.00 | 232.000 | 232.000 | 232.000 | 82.00 | 19,024.00 | |||
| 4013 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 684.00 | 684.000 | 684.000 | 684.000 | 268.00 | 183,312.00 | |||
| Project | DE00500901132 | Fed/State Project Number | FD04 SPP 005 0090 011-014 | Category | 0005 MOBILIZATION / DEMOBILIZATION | |||||||
| 5001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 490,674.14 | 490,674.14 | |||
| 5002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 147,417.98 | 0.00 | |||
| SUBTOT | $7,843.75 |
$10,175,943.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1026-1-0I |
GDRAIL GALV AW .109 | LF |
10,450.00 | 0010 | $10.700000 | $111,815.00 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
537.50 | 0012 | $10.700000 | $-5,751.25 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
605.75 | 0013 | $10.700000 | $-6,481.59 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
8,184.50 | 0032 | $10.700000 | $-87,574.15 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
425.62 | 0033 | $10.700000 | $-4,554.13 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
65.00 | 0034 | $10.700000 | $-695.50 | ||||||
1026-1-0A |
GDRAIL GALV AW .109 | LF |
311.50 | 0038 | $10.700000 | $-3,333.05 | ||||||
| SUBTOT | $3,425.33 |
|||||||||||