|
Report_Id: 201021 Est NO 0072 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201021 | Estimate Number | 0072 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01320) Hart, Austin P. | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 05/05/2023 TO 05/18/2023 | ||||||
| Date Approved | 05/29/2023 | ||||||
| Primary Proj Number | DE07000602021 | ||||||
| Project No. | STP BRO 0601 (196) | ||||||
| Primary County | LIVINGSTON | ||||||
| Name of Road | US-60 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON US-60 OVER THE CUMBERLAND RIVER 0.27 MILES NORTH OF KY-70 | ||||||
| Date Let | 04/24/2020 | Formal Acceptance | |||||
| Date Awarded | 05/06/2020 | Date Work Began | 07/08/2020 | ||||
| Date Contract Executed | 06/09/2020 | Open To Traffic | |||||
| Date NTP Issued | 06/09/2020 | Actual Completion Date | |||||
| Current Contract Amount | $63,398,210.57 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $63,627,756.05 |
Total Earnings | $59,725,622.66 |
$59,688,126.16 |
$37,496.50 |
|
| Percent Complete | 94.21 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,672,587.91 |
Gross Earnings | $59,725,622.66 |
$59,688,126.16 |
$37,496.50 |
|
| Total Change Orders | $-229,545.48 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $59,725,622.66 |
$59,688,126.16 |
$37,496.50 |
|||
| Contract Id | 201021 | Change Order Summary |
County | LIVINGSTON | ||||||
| Estimate Nbr | 0072 | Project Number | STP BRO 0601 (196) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 05/05/2023 TO 05/18/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Construction Revision 1&2 - Value Engineering | Approved | 11/16/2022 | $-229,545.48 | 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 | 201021 | COMMONWEALTH OF KENTUCKY |
County | LIVINGSTON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07000602021 | ||||||
| Estimate Nbr | 0072 | Period | 05/05/2023 TO 05/18/2023 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | ||||||||
| 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 | |
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 12,047.00 | 12,047.000 | 8,896.470 | 8,896.470 | 19.16 | 170,456.36 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 11,123.00 | 11,123.000 | 13,887.000 | 13,887.000 | 7.50 | 104,152.50 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,626.00 | 4,626.000 | 25.500 | 25.500 | 16.70 | 425.85 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 84.00 | 84.000 | 0.000 | 0.000 | 138.56 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 10.10 | 10.100 | 0.000 | 0.000 | 1,073.99 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,030.00 | 1,030.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,339.00 | 5,339.000 | 7,366.640 | 7,366.640 | 75.00 | 552,498.00 | |||
| 0040 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 2,084.00 | 2,084.000 | 26.080 | 26.080 | 90.00 | 2,347.20 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 14.30 | 14.300 | 7.680 | 7.680 | 650.00 | 4,992.00 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 11.00 | 11.000 | 11.250 | 11.250 | 906.90 | 10,202.62 | |||
| 0055 | GRANULAR EMBANKMENT | 02223 | CUYD | 1,481.00 | 1,481.000 | 1,481.000 | 1,481.000 | 29.26 | 43,334.06 | |||
| 0060 | CEMENT | 02542 | TON | 223.00 | 223.000 | 275.950 | 275.950 | 197.50 | 54,500.12 | |||
| 0065 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 10,407.00 | 10,407.000 | 2,351.660 | 2,351.660 | 1.74 | 4,091.88 | |||
| 0070 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 8,157.00 | 8,157.000 | 137.220 | 137.220 | 3.09 | 424.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 100.00 | 100.000 | 460.000 | 460.000 | 74.61 | 34,320.60 | |||
| 0080 | SAND FOR BLOTTER | 02702 | TON | 28.00 | 28.000 | 0.000 | 0.000 | 68.76 | 0.00 | |||
| 0085 | JOINT ADHESIVE | 20071EC | LF | 15,913.00 | 15,913.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0002 DRAINAGE | |||||||
| 0090 | ENTRANCE PIPE-15 IN | 00440 | LF | 199.00 | 199.000 | 199.000 | 199.000 | 37.48 | 7,458.52 | |||
| 0095 | CULVERT PIPE-18 IN | 00462 | LF | 340.00 | 340.000 | 12.000 | 289.000 | 301.000 | 73.79 | 885.48 | 22,210.79 | |
| 0100 | STORM SEWER PIPE-15 IN | 00521 | LF | 335.00 | 335.000 | 335.000 | 335.000 | 59.24 | 19,845.40 | |||
| 0105 | STORM SEWER PIPE-18 IN | 00522 | LF | 58.00 | 58.000 | 100.000 | 100.000 | 64.54 | 6,454.00 | |||
| 0110 | STORM SEWER PIPE-24 IN | 00524 | LF | 588.00 | 588.000 | 555.000 | 555.000 | 69.83 | 38,755.65 | |||
| 0115 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 1.000 | 9.000 | 10.000 | 2,628.63 | 2,628.63 | 26,286.30 | |
| 0120 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,562.93 | 3,562.93 | |||
| 0125 | DROP BOX INLET TYPE 3 | 01496 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 6,842.73 | 54,741.84 | |||
| 0130 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 0135 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,673.38 | 9,346.76 | |||
| 0140 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,368.00 | 2,368.000 | 1,570.000 | 1,570.000 | 2.00 | 3,140.00 | |||
| 0145 | DRAINAGE JUNCTION BOX TY B 18 IN | 23952EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,786.38 | 2,786.38 | |||
| 0150 | HEADWALL 15 IN MITERED | 24575ES610 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 5,435.61 | 48,920.49 | |||
| 0155 | HEADWALL 18 IN MITERED | 24575ES610 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,199.17 | 6,199.17 | |||
| 0160 | PIPELINE INSPECTION | 24814EC | LF | 1,027.00 | 1,027.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0003 ROADWAY | |||||||
| 0165 | PERFORATED PIPE-4 IN | 01000 | LF | 267.00 | 267.000 | 0.000 | 0.000 | 23.33 | 0.00 | |||
| 0170 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 44.49 | 0.00 | |||
| 0175 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 999.07 | 0.00 | |||
| 0180 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,040.24 | 0.00 | |||
| 0185 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,081.38 | 0.00 | |||
| 0190 | REMOVE PIPE | 01310 | LF | 368.00 | 368.000 | 288.000 | 288.000 | 14.06 | 4,049.28 | |||
| 0195 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 973.34 | 0.00 | |||
| 0200 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 22.00 | 22.000 | 20.000 | 0.000 | 20.000 | 6.12 | 122.40 | 122.40 | |
| 0205 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 487.65 | 1,950.60 | |||
| 0210 | REMOVE PAVEMENT | 02091 | SQYD | 2,347.00 | 2,347.000 | 690.000 | 438.000 | 1,128.000 | 9.60 | 6,624.00 | 10,828.80 | |
| 0215 | TEMP DITCH | 02159 | LF | 3,774.00 | 3,774.000 | 520.000 | 520.000 | 0.45 | 234.00 | |||
| 0220 | CLEAN TEMP DITCH | 02160 | LF | 1,887.00 | 1,887.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0225 | ROADWAY EXCAVATION | 02200 | CUYD | 11,352.00 | 11,352.000 | 11,352.000 | 11,352.000 | 13.16 | 149,392.32 | |||
| 0230 | EMBANKMENT IN PLACE | 02230 | CUYD | 57,270.00 | 57,270.000 | 55,612.480 | 55,612.480 | 8.80 | 489,389.82 | |||
| 0235 | WATER | 02242 | MGAL | 250.00 | 250.000 | 250.000 | 250.000 | 48.29 | 12,072.50 | |||
| 0240 | FENCE-8 FT CHAIN LINK | 02275 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0245 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,187.50 | 2,187.500 | 0.000 | 0.000 | 18.36 | 0.00 | |||
| 0255 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 51.00 | 102.00 | 102.00 | |
| 0260 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,555.50 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,958.00 | 5,916.00 | 5,916.00 | |
| 0270 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 172.78 | 0.00 | |||
| 0275 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 169.11 | 0.00 | |||
| 0280 | CHANNEL LINING CLASS II | 02483 | TON | 81.00 | 81.000 | 1,443.190 | 1,443.190 | 29.26 | 42,227.73 | |||
| 0285 | CHANNEL LINING CLASS III | 02484 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 30.68 | 0.00 | |||
| 0290 | CLEARING AND GRUBBING APPROX. 25 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 250,000.00 | 250,000.00 | |||
| 0295 | CONCRETE-CLASS B | 02555 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 3,419.42 | 0.00 | |||
| 0300 | TEMPORARY SIGNS | 02562 | SQFT | 362.00 | 362.000 | 362.000 | 362.000 | 24.04 | 8,702.48 | |||
| 0305 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0310 | EDGE KEY | 02585 | LF | 241.00 | 241.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0315 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 191,587.03 | 172,428.32 | |||
| 0320 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,565.48 | 41,130.96 | |||
| 0325 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0330 | SAFELOADING | 02690 | CUYD | 17.00 | 17.000 | 14.000 | 14.000 | 304.04 | 4,256.56 | |||
| 0335 | SETTLEMENT PLATFORM | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,233.14 | 11,233.14 | |||
| 0340 | SHOULDER RUMBLE STRIPS | 02696 | LF | 5,434.00 | 5,434.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0345 | TEMP SILT FENCE | 02701 | LF | 3,774.00 | 3,774.000 | 2,849.000 | 2,849.000 | 1.98 | 5,641.02 | |||
| 0350 | SILT TRAP TYPE A | 02703 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 352.75 | 0.00 | |||
| 0355 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 15.000 | 15.000 | 352.75 | 5,291.25 | |||
| 0360 | SILT TRAP TYPE C | 02705 | EACH | 25.00 | 25.000 | 19.000 | 19.000 | 416.98 | 7,922.62 | |||
| 0365 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 129.78 | 0.00 | |||
| 0370 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 25.00 | 25.000 | 31.000 | 31.000 | 162.22 | 5,028.82 | |||
| 0375 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 25.00 | 25.000 | 16.000 | 16.000 | 213.85 | 3,421.60 | |||
| 0380 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 250,000.00 | 225,000.00 | |||
| 0385 | REMOVE STRUCTURE REMOVE EXISTING US60 BRIDGE OVER CUMBERL | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,882,746.00 | 0.00 | |||
| 0390 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,088.18 | 12,176.36 | |||
| 0395 | STEEL PIPE-2 1/2 IN | 03340 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 147.48 | 5,161.80 | |||
| 0400 | STEEL PIPE-4 IN | 03343 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 174.88 | 6,120.80 | |||
| 0405 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,811.00 | 6,811.000 | 19,900.000 | 19,900.000 | 2.04 | 40,596.00 | |||
| 0410 | TEMP MULCH | 05952 | SQYD | 79,404.00 | 79,404.000 | 13,385.660 | 13,385.660 | 0.10 | 1,338.56 | |||
| 0415 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 59,553.00 | 59,553.000 | 17,688.000 | 18,314.000 | 36,002.000 | 0.12 | 2,122.56 | 4,320.24 | |
| 0420 | INITIAL FERTILIZER | 05963 | TON | 17.00 | 17.000 | 0.500 | 0.250 | 0.750 | 1,020.00 | 510.00 | 765.00 | |
| 0425 | MAINTENANCE FERTILIZER | 05964 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 867.00 | 0.00 | |||
| 0430 | SEEDING AND PROTECTION | 05985 | SQYD | 83,727.00 | 83,727.000 | 4,188.000 | 18,197.000 | 22,385.000 | 0.66 | 2,764.08 | 14,774.10 | |
| 0435 | AGRICULTURAL LIMESTONE | 05992 | TON | 74.00 | 74.000 | 14.000 | 14.000 | 102.00 | 1,428.00 | |||
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,000.00 | 5,000.000 | 13,999.000 | 17,501.000 | 31,500.000 | 0.25 | 3,499.75 | 7,875.00 | |
| 0445 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 13,459.00 | 13,459.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 15,344.00 | 15,344.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0455 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 52.00 | 52.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0460 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0465 | FUEL ADJUSTMENT | 10020NS | DOLL | 51,125.00 | 51,125.000 | 29,677.640 | 29,677.640 | 1.00 | 29,677.64 | |||
| 0470 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 27,786.00 | 27,786.000 | 66,181.260 | 66,181.260 | 1.00 | 66,181.26 | |||
| 0475 | TEMPORARY PIPE | 20166ES810 | LF | 129.00 | 129.000 | 120.000 | 120.000 | 45.50 | 5,460.00 | |||
| 0480 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 40.80 | 81.60 | 81.60 | |
| 0485 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,870.00 | 2,870.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0490 | REMOVE GATE | 23189EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,289.58 | 0.00 | |||
| 0495 | WEB CAMERA CONST MONITORING SYSTEM | 23912EC | LS | 1.00 | 1.000 | 0.950 | 0.950 | 120,649.05 | 114,616.59 | |||
| 0500 | RELOCATE RELOCATE EXISTING FLAGPOLE | 24605ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,371.92 | 0.00 | |||
| 0505 | THRIE BEAM GUARDRAIL TRANSITION TL-3 TL-3 | 25078ED | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 3,060.00 | 12,240.00 | 12,240.00 | |
| 0510 | AUTOMATED SLIDE GATE 30' SLIDE GATE FOR 8-FOOT-HIGH GATE WITH | 25086EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0515 | V BARBED WIRE ARMS WITH THREE ADDITIONAL STRANDS | 25087EC | LF | 30.00 | 30.000 | 121.000 | 121.000 | 50.00 | 6,050.00 | |||
| 0520 | AUTOMATED SLIDING GATE OPERATOR | 25088EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0004 BRIDGE-EXISTING STRUCTURE REPAIR | |||||||
| 0525 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0530 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0535 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 400.00 | 650.000 | 650.000 | 650.000 | 310.00 | 201,500.00 | |||
| 0540 | BEARING REPAIR | 23853EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 10,000.00 | 60,000.00 | |||
| 0545 | FRP WRAP | 25015EC | SQFT | 2,234.00 | 2,250.000 | 2,250.000 | 2,250.000 | 175.00 | 393,750.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0005 BRIDGE-MAINTAIN EXISTING BRIDGE | |||||||
| 0550 | MAINTAIN EXISTING BRIDGE | 24755EC | DOLL | 500,000.00 | 500,000.000 | 278,416.020 | 278,416.020 | 1.00 | 278,416.02 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0006 BRIDGE | |||||||
| 0555 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 500.00 | 500.000 | 500.000 | 500.000 | 46.34 | 23,170.00 | |||
| 0560 | CONCRETE-CLASS B | 02555 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 213.99 | 0.00 | |||
| 0565 | MASONRY COATING | 02998 | SQYD | 11,557.00 | 11,557.000 | 766.660 | 766.660 | 7.87 | 6,033.61 | |||
| 0570 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 65.89 | 5,271.20 | |||
| 0575 | NAVIGATION LIGHT 360 DEG GREEN | 04775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,445.00 | 0.00 | |||
| 0580 | NAVIGATION LIGHT 180 DEG RED | 04776 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,624.00 | 0.00 | |||
| 0585 | CONDUIT-1 1/4 IN | 04793 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0590 | CONDUIT-3 IN | 04797 | LF | 4,022.00 | 4,022.000 | 4,022.000 | 4,022.000 | 22.00 | 88,484.00 | |||
| 0595 | CONDUIT-4 IN | 04799 | LF | 4,028.00 | 4,028.000 | 3,898.770 | 3,898.770 | 61.00 | 237,824.97 | |||
| 0600 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 16.00 | 16.000 | 0.000 | 0.000 | 81.60 | 0.00 | |||
| 0605 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 3,350.00 | 3,350.000 | 3,350.000 | 3,350.000 | 10.03 | 33,600.50 | |||
| 0610 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 310.00 | 310.000 | 310.000 | 310.000 | 106.68 | 33,070.80 | |||
| 0615 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,122,462.90 | 2,122,462.90 | |||
| 0620 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,780.00 | 3,780.000 | 5,040.640 | 5,040.640 | 22.87 | 115,279.43 | |||
| 0625 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 220.00 | 220.000 | 668.640 | 668.640 | 28.93 | 19,343.75 | |||
| 0630 | TEST PILES | 08033 | LF | 201.00 | 0.000 | 0.000 | 0.000 | 556.52 | 0.00 | |||
| 0635 | TEST PILES | 08033 | LF | 608.00 | 809.000 | 809.000 | 809.000 | 556.52 | 450,224.68 | |||
| 0640 | COFFERDAM | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 861,374.07 | 861,374.07 | |||
| 0645 | PILES-STEEL HP14X89 | 08051 | LF | 3,826.00 | 25,472.910 | 25,472.910 | 25,472.910 | 54.97 | 1,400,245.86 | |||
| 0650 | PILE POINTS-14 IN | 08095 | EACH | 42.00 | 252.000 | 252.000 | 252.000 | 134.83 | 33,977.16 | |||
| 0655 | CONCRETE-CLASS A | 08100 | CUYD | 8,751.20 | 8,699.500 | 8,699.500 | 8,699.500 | 477.54 | 4,154,359.23 | |||
| 0660 | CONCRETE-CLASS AA | 08104 | CUYD | 2,540.00 | 2,540.000 | 2,540.000 | 2,540.000 | 867.73 | 2,204,034.20 | |||
| 0665 | MECHANICAL REINF COUPLER #14 | 08137 | EACH | 1,080.00 | 1,272.000 | 1,272.000 | 1,272.000 | 170.43 | 216,786.96 | |||
| 0670 | STEEL REINFORCEMENT | 08150 | LB | 1,229,769.00 | 1,237,191.000 | 1,237,191.000 | 1,237,191.000 | 1.09 | 1,348,538.19 | |||
| 0675 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 995,365.00 | 995,365.000 | 995,365.000 | 995,365.000 | 1.20 | 1,194,438.00 | |||
| 0680 | STRUCTURAL STEEL 5,198,270 LBS | 08160 | LS | 1.00 | 1.000 | 0.998 | 0.998 | 29,800,000.00 | 29,740,400.00 | |||
| 0685 | SHEAR CONNECTORS 13,760 EACH | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 86,506.17 | 86,506.17 | |||
| 0690 | EXPANSION DAM-2 IN NEOPRENE | 08470 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 184.87 | 7,394.80 | |||
| 0695 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 192.06 | 7,682.40 | |||
| 0700 | APPROACH SLAB | 08500 | SQYD | 224.00 | 224.000 | 224.000 | 224.000 | 293.05 | 65,643.20 | |||
| 0705 | PAINT CLEARANCE GAUGES | 08752 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0710 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.750 | 0.750 | 8,100.00 | 6,075.00 | |||
| 0715 | INSTRUMENTATION | 20610NC | LS | 1.00 | 1.000 | 0.850 | 0.850 | 365,000.00 | 310,250.00 | |||
| 0720 | ROCK SOUNDINGS | 20745ED | LF | 1,243.00 | 1,216.600 | 1,216.600 | 1,216.600 | 25.00 | 30,415.00 | |||
| 0725 | ROCK CORINGS | 20746ED | LF | 810.00 | 865.700 | 865.700 | 865.700 | 65.00 | 56,270.50 | |||
| 0730 | DYNAMIC PILE TESTING | 23233EC | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 4,550.72 | 0.00 | |||
| 0735 | LIGHTING-NAV MONITORING SYSTEM | 23365EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 67,284.00 | 0.00 | |||
| 0740 | FINGER EXPANSION JOINT | 23859EC | LF | 40.00 | 40.000 | 40.000 | 40.000 | 4,405.17 | 176,206.80 | |||
| 0745 | STRUCTURE LIGHTNING PROTECTION | 23868EC | LS | 1.00 | 1.000 | 0.950 | 0.950 | 110,280.00 | 104,766.00 | |||
| 0750 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 1,452.00 | 1,452.000 | 1,452.000 | 1,452.000 | 539.96 | 784,021.92 | |||
| 0755 | PIPE PILE-30" | 24534ED | LF | 6,634.00 | 0.000 | 0.000 | 0.000 | 192.61 | 0.00 | |||
| 0760 | OPEN END INSIDE FIT CUTTING SHOE-30" | 24537ED | EACH | 65.00 | 0.000 | 0.000 | 0.000 | 767.01 | 0.00 | |||
| 0765 | DISC EXPANSION BEARING | 24614EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 29,373.00 | 58,746.00 | |||
| 0770 | SONAR CALIPER TESTING | 24741EC | EACH | 18.00 | 17.000 | 17.000 | 17.000 | 4,527.16 | 76,961.72 | |||
| 0775 | PPC I-BEAM 4N 78 49 | 24804EC | LF | 3,336.00 | 3,336.000 | 3,336.000 | 3,336.000 | 521.41 | 1,739,423.76 | |||
| 0780 | SOLAR POWERED NAV LIGHTING SYSTEM | 24838EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 5,824.00 | 0.00 | |||
| 0785 | TIP TESTING PIER 3 | 24874EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,716.30 | 21,730.40 | |||
| 0790 | TIP TESTING PIER 4 | 24874EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,716.30 | 21,730.40 | |||
| 0795 | CSL TESTING (8 TUBES) PIER 3 | 24875EC | EACH | 16.00 | 9.000 | 9.000 | 9.000 | 3,043.26 | 27,389.34 | |||
| 0800 | CSL TESTING (8 TUBES) PIER 4 | 24875EC | EACH | 16.00 | 13.000 | 13.000 | 13.000 | 3,043.26 | 39,562.38 | |||
| 0805 | DRILLED SHAFT - 96 IN (COMMON) PIER 3 | 25003EC | LF | 267.00 | 268.640 | 295.310 | 295.310 | 3,037.38 | 896,968.68 | |||
| 0810 | DRILLED SHAFT - 96 IN (COMMON) PIER 4 | 25003EC | LF | 603.00 | 601.340 | 651.050 | 651.050 | 2,630.93 | 1,712,866.97 | |||
| 0815 | DRILLED SHAFT - 90 IN (SOLID ROCK) PIER 3 | 25004EC | LF | 285.00 | 263.040 | 254.310 | 254.310 | 1,652.90 | 420,348.99 | |||
| 0820 | DRILLED SHAFT - 90 IN (SOLID ROCK) PIER 4 | 25004EC | LF | 165.00 | 93.400 | 91.600 | 91.600 | 3,618.29 | 331,435.36 | |||
| 0825 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 3,826.00 | 3,826.000 | 3,826.000 | 3,826.000 | 81.45 | 311,627.70 | |||
| 0830 | STEEL HANDRAIL | 25029ED | LF | 3,826.00 | 3,826.000 | 3,826.000 | 3,826.000 | 46.59 | 178,253.34 | |||
| 0835 | DISC FIXED BEARING | 25046EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 37,182.00 | 74,364.00 | |||
| 0840 | STRIP SEAL EXPANSION JOINT - 5 INCH | 25085EC | LF | 40.00 | 40.000 | 40.000 | 40.000 | 251.98 | 10,079.20 | |||
| 8001 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 132,922.390 | 132,922.390 | 132,922.390 | 1.00 | 132,922.39 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0007 UTILITIES- WATER AND SEWER | |||||||
| 0845 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 15,000.00 | 60,000.00 | |||
| 0850 | SAFELOADING | 02690 | CUYD | 16.00 | 16.000 | 21.000 | 21.000 | 450.00 | 9,450.00 | |||
| 0855 | SEEDING AND PROTECTION | 05985 | SQYD | 1,374.00 | 1,374.000 | 0.000 | 0.000 | 2.04 | 0.00 | |||
| 0860 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,050.00 | 12,100.00 | |||
| 0865 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 255.00 | 255.000 | 255.000 | 255.000 | 375.00 | 95,625.00 | |||
| 0870 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,100.00 | 21,300.00 | |||
| 0875 | W FIRE HYDRANT REMOVE | 14021 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 0880 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 6,100.00 | 6,100.00 | |||
| 0885 | W METER 1 INCH | 14025 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 1,150.00 | 12,650.00 | |||
| 0890 | W PIPE PVC 04 INCH | 14058 | LF | 652.00 | 652.000 | 693.000 | 693.000 | 48.00 | 33,264.00 | |||
| 0895 | W PIPE PVC 06 INCH | 14059 | LF | 778.00 | 778.000 | 830.000 | 830.000 | 70.00 | 58,100.00 | |||
| 0900 | W PLUG EXISTING MAIN | 14074 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 15,000.00 | 60,000.00 | |||
| 0905 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,950.00 | 11,850.00 | |||
| 0910 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,050.00 | 24,400.00 | |||
| 0915 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0920 | W TIE-IN 06 INCH | 14094 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0925 | W VALVE 06 INCH | 14105 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0930 | W METER REMOVE | 14156 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 350.00 | 3,150.00 | |||
| 0935 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0940 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 300.00 | 25,800.00 | |||
| 0945 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 130.00 | 130.000 | 108.000 | 108.000 | 175.00 | 18,900.00 | |||
| 0950 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 3,800.00 | 38,000.00 | |||
| 0955 | S MANHOLE | 15092 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 7,400.00 | 44,400.00 | |||
| 0960 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0965 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0970 | S MANHOLE CASTING WATERTIGHT | 15096 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 950.00 | 8,550.00 | |||
| 0975 | S MANHOLE RECONSTRUCT INVERT | 15097 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0980 | S MANHOLE TAP EXISTING | 15099 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 0985 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 9,500.00 | 19,000.00 | |||
| 0990 | S PIPE PVC 08 INCH | 15112 | LF | 1,169.00 | 1,169.000 | 1,200.000 | 1,200.000 | 58.00 | 69,600.00 | |||
| 0995 | S LATERAL LOCATE | 15136 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,500.00 | 28,000.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0008 TRAINEE | |||||||
| 1000 | TRAINEE PAYMENT REIMBURSEMENT 1 - IRONWORKER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 1.00 | 1,400.00 | |||
| Project | DE07000602021 | Fed/State Project Number | STP BRO 0601 (196) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1005 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,968,797.00 | 2,968,797.00 | |||
| 1010 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 900,000.00 | 0.00 | |||
| SUBTOT | $37,496.50 |
$59,725,622.65 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||