|
Report_Id: 182909 Est NO 0022 |
Date:01/22/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 182909 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08360) Foster, Mark A. | ||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | ADDR SN 0 VC Code KY0036489 | |||||
| 3800 CRITTENDEN DR | |||||||
| LOUISVILLE , KY , 40209-1124 | |||||||
| Pay Period | 12/13/2019 TO 12/31/2019 | ||||||
| Date Approved | 01/08/2020 | ||||||
| Primary Proj Number | MB02900901801 | ||||||
| Project No. | STP 0901 (056), STP 1611 (006) | ||||||
| Primary County | CUMBERLAND | ||||||
| Name of Road | CUMBERLAND COUNTY BRIDGE SUPERSTRUCTURE REHABS | ||||||
| Description | BRIDGE OVER CUMBERLAND RIVER | ||||||
| Date Let | 07/27/2018 | Formal Acceptance | |||||
| Date Awarded | 08/02/2018 | Date Work Began | 02/04/2019 | ||||
| Date Contract Executed | 08/24/2018 | Open To Traffic | |||||
| Date NTP Issued | 08/24/2018 | Actual Completion Date | |||||
| Current Contract Amount | $10,114,935.34 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,000,000.00 |
Total Earnings | $8,721,877.17 |
$7,815,798.58 |
$906,078.59 |
|
| Percent Complete | 86.23 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,393,058.17 |
Gross Earnings | $8,721,877.17 |
$7,815,798.58 |
$906,078.59 |
|
| Total Change Orders | $114,935.34 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,721,877.17 |
$7,815,798.58 |
$906,078.59 |
|||
| Contract Id | 182909 | Change Order Summary |
County | CUMBERLAND | ||||||
| Estimate Nbr | 0022 | Project Number | STP 0901 (056), STP 1611 (006) | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | Period | 12/13/2019 TO 12/31/2019 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Diaphram, Lat. Braces, Welds and Pedestal Removal | Approved | 10/04/2019 | $114,935.34 | 12.0 | |||||
| 002 | Liquidated Damage Override | Approved | 08/08/2019 | $0.00 | 0.0 | |||||
| 003 | Liquidated Damage Override | Approved | 01/10/2020 | $0.00 | 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 | 182909 | COMMONWEALTH OF KENTUCKY |
County | CUMBERLAND | ||||||
| Contract Type | BRSU BRIDGE SUPERSTRUCTURE REHAB | TRANSPORTATION CABINET |
Primary Project Number | MB02900901801 | ||||||
| Estimate Nbr | 0022 | Period | 12/13/2019 TO 12/31/2019 | |||||||
| Contractor | HALL CONTRACTING OF KENTUCKY INC | |||||||||
| Project | MB02900901801 | Fed/State Project Number | STP 0901 (056) | Category | 0001 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0760 | CRUSHED STONE BASE | 00003 | TON | 1,637.00 | 1,637.000 | 0.000 | 0.000 | 38.50 | 0.00 | |||
| 0765 | LEVELING & WEDGING PG64-22 | 00190 | TON | 447.00 | 447.000 | 24.680 | 0.000 | 24.680 | 93.00 | 2,295.24 | 2,295.24 | |
| 0770 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 214.00 | 214.000 | 195.680 | 195.680 | 126.00 | 24,655.68 | |||
| 0775 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,240.00 | 1,240.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0780 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.25 | 3.250 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0785 | ASPHALT SEAL AGGREGATE | 00100 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0790 | ASPHALT SEAL COAT | 00103 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 6,800.00 | 0.00 | |||
| Project | MB02900901801 | Fed/State Project Number | STP 0901 (056) | Category | 0002 ROADWAY | |||||||
| 0280 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0285 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0290 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 60.00 | 9,600.00 | |||
| 0295 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 10.00 | 1,600.00 | |||
| 0300 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 11,519.50 | 11,519.500 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0305 | TEMPORARY SIGNS | 02562 | SQFT | 271.50 | 271.500 | 444.000 | 444.000 | 5.00 | 2,220.00 | |||
| 0310 | REMOVE GUARDRAIL | 02381 | LF | 2,862.75 | 2,862.750 | 700.000 | 700.000 | 2.00 | 1,400.00 | |||
| 0315 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0325 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,587.50 | 2,587.500 | 237.500 | 237.500 | 17.30 | 4,108.75 | |||
| 0330 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0335 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0340 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0345 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0350 | STANDARD CURB AND GUTTER | 01810 | LF | 1,066.00 | 1,066.000 | 1,042.000 | 1,042.000 | 24.00 | 25,008.00 | |||
| 0355 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 109.00 | 109.000 | 28.000 | 0.000 | 28.000 | 70.00 | 1,960.00 | 1,960.00 | |
| 0360 | MOUNTABLE MEDIAN TYPE 4 | 01941 | SQYD | 373.00 | 373.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0365 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0370 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 345.00 | 345.000 | 340.560 | 340.560 | 15.00 | 5,108.40 | |||
| 0375 | TEMP DITCH | 02159 | LF | 3,800.00 | 3,800.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0380 | CLEAN TEMP DITCH | 02160 | LF | 11,400.00 | 11,400.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0385 | WATER | 02242 | MGAL | 72.00 | 72.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0395 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0405 | EDGE KEY | 02585 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0410 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 492.00 | 492.000 | 156.030 | 156.030 | 2.00 | 312.06 | |||
| 0415 | MAINTAIN & CONTROL TRAFFIC (KY 90) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0420 | TEMP SILT FENCE | 02701 | LF | 3,800.00 | 3,800.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0425 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0430 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0435 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0440 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0445 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0455 | CLEAN TEMP SILT FENCE | 02709 | LF | 11,400.00 | 11,400.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0460 | STAKING (KY 90) | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 25,000.00 | 12,500.00 | |||
| 0465 | TEMP SIGNAL (KY 90) | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0470 | TEMP MULCH | 05952 | SQYD | 20,043.00 | 20,043.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0475 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,005.00 | 2,005.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0480 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0485 | 20-10-10 FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0490 | SEEDING AND PROTECTION | 05985 | SQYD | 20,043.00 | 20,043.000 | 280.000 | 280.000 | 0.45 | 126.00 | |||
| 0495 | AGRICULTURAL LIMESTONE | 05992 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0510 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 4,196.00 | 4,196.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0515 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,915.00 | 2,915.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0520 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 7,550.00 | 7,550.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0525 | REMOVE AND RESET LIGHT POLES | 24731EC | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 3,182.00 | 0.00 | |||
| 0530 | REMOVE & RESET GUARDRAIL RELOCATE TEMPORARY BARRIER RAIL $/LF | 02383 | LF | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 10.00 | 10,000.00 | |||
| 0535 | TEMP GUARDRAIL TEMPORARY BARRIER RAIL $/LF | 02397 | LF | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 100.00 | 100,000.00 | |||
| 0540 | CHANNEL LINING CLASS II | 02483 | TON | 29.00 | 29.000 | 24.490 | 24.490 | 85.00 | 2,081.65 | |||
| 0545 | MOBILIZATION FOR MILL & TEXT (KY 90) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0550 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,120.00 | 1,120.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0555 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 227.31 | 227.310 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0560 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 112.75 | 112.750 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0565 | STEEL POST TYPE 1 | 06410 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,239.00 | 1,239.000 | 4,046.000 | 4,046.000 | 0.80 | 3,236.80 | |||
| 0575 | REMOVE SIGN | 21373ND | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0580 | REMOVE AND RELOCATE SIGN ASSEMBLY | 22400NN | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0585 | GROUT | 23911EC | CUYD | 4.50 | 4.500 | 4.500 | 4.500 | 350.00 | 1,575.00 | |||
| 0590 | BARCODE SIGN INVENTORY | 24631EC | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0595 | CURB BOX INLET TYPE F | 01487 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 0600 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 38.50 | 38.500 | 24.000 | 24.000 | 15.00 | 360.00 | |||
| Project | MB02900901801 | Fed/State Project Number | STP 0901 (056) | Category | 0003 DRAINAGE | |||||||
| 0795 | CULVERT PIPE-15 IN | 00461 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 100.00 | 3,000.00 | |||
| 0800 | STORM SEWER PIPE-15 IN | 00521 | LF | 95.00 | 95.000 | 87.000 | 87.000 | 80.00 | 6,960.00 | |||
| 0805 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
| 0810 | CURB BOX INLET TYPE A T | 01458 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
| Project | MB02900901801 | Fed/State Project Number | STP 0901 (056) | Category | 0004 BRIDGE | |||||||
| 0605 | REMOVE SUBSTRUCTURE CONCRETE | 24440EC | CUYD | 32.00 | 32.000 | 32.000 | 32.000 | 600.00 | 19,200.00 | |||
| 0610 | CHANNEL LINING CLASS II | 02483 | TON | 292.00 | 292.000 | 361.170 | 361.170 | 45.00 | 16,252.65 | |||
| 0615 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 61.00 | 61.000 | 16.000 | 45.000 | 61.000 | 150.00 | 2,400.00 | 9,150.00 | |
| 0620 | EXPAN JOINT ASSEMBLY | 03291 | LF | 61.00 | 61.000 | 28.660 | 28.660 | 2,000.00 | 57,320.00 | |||
| 0625 | CONCRETE-CLASS AA | 08104 | CUYD | 813.00 | 813.000 | 445.710 | 367.813 | 813.523 | 1,350.00 | 601,708.50 | 1,098,256.05 | |
| 0630 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 1,269.00 | 1,269.000 | 630.500 | 640.500 | 1,271.000 | 33.00 | 20,806.50 | 41,943.00 | |
| 0635 | MECHANICAL REINF COUPLER-#7 EPOXY COATED | 24404EC | EACH | 1,249.00 | 1,249.000 | 624.500 | 624.500 | 1,249.000 | 50.00 | 31,225.00 | 62,450.00 | |
| 0640 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 318,983.00 | 318,983.000 | 174,574.650 | 144,408.350 | 318,983.000 | 1.15 | 200,760.84 | 366,830.45 | |
| 0645 | APPROACH SLAB | 08500 | SQYD | 179.00 | 179.000 | 49.500 | 129.500 | 179.000 | 295.00 | 14,602.50 | 52,805.00 | |
| 0650 | RAIL SYSTEM TYPE 16 | 24985ED | LF | 1,975.00 | 1,975.000 | 987.500 | 987.500 | 80.00 | 79,000.00 | |||
| 0655 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 140.00 | 140.000 | 141.500 | 141.500 | 125.00 | 17,687.50 | |||
| 0660 | CONCRETE SEALING | 23378EC | SQFT | 27,208.00 | 27,208.000 | 10,911.000 | 10,911.000 | 4.00 | 43,644.00 | |||
| 0665 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 118.00 | 118.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0670 | DECK DRAIN | 23813EC | EACH | 40.00 | 40.000 | 20.000 | 20.000 | 2,450.00 | 49,000.00 | |||
| 0675 | BEARING REPAIR | 23853EC | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,450.00 | 6,900.00 | |||
| 0680 | BOLT/RIVET REPLACEMENT | 21650NN | EACH | 1,000.00 | 1,000.000 | 482.000 | 482.000 | 35.00 | 16,870.00 | |||
| 0685 | INSPECTION SAFETY LINE | 24730ED | LF | 2,805.00 | 2,805.000 | 2,805.000 | 2,805.000 | 35.00 | 98,175.00 | |||
| 0690 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 166.00 | 166.000 | 8.000 | 111.000 | 119.000 | 40.00 | 320.00 | 4,760.00 | |
| 0695 | CONCRETE-CLASS M 2 | 08107 | CUYD | 4.00 | 4.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0700 | REMOVE EXISTING DECK (KY 90) | 23814EC | LS | 1.00 | 1.000 | 0.900 | 0.900 | 1,300,000.00 | 1,170,000.00 | |||
| 0705 | SHEAR CONNECTORS (KY 90) | 08170 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 60,000.00 | 30,000.00 | 60,000.00 | |
| 0710 | TEMPORARY SHORING APPLIES TO 029B00027N (KY 90) | 24423EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0715 | STRUCTURAL STEEL APPROXIMATELY 62,202 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 560,000.00 | 560,000.00 | |||
| 0720 | CLEARING BRIDGE SITE (KY 90) | 20214ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0725 | STRINGER REPLACEMENT APPLIES TO 029B00027N (KY 90) | 21627NN | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 6,300.00 | 100,800.00 | |||
| 0730 | FLOORBEAM REPAIR APPLIES TO 029B00027N (KY 90) | 23218EC | EACH | 47.00 | 47.000 | 47.000 | 47.000 | 4,900.00 | 230,300.00 | |||
| 0735 | PEDESTRIAN RAIL | 23538EC | LF | 988.00 | 988.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0740 | DGA BASE | 00001 | TON | 45.00 | 45.000 | 32.500 | 32.500 | 45.00 | 1,462.50 | |||
| 0745 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 8010 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MB02900901801 | Fed/State Project Number | STP 0901 (056) | Category | 0005 DEMOB & MOB | |||||||
| 0750 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 234,608.50 | 234,608.50 | |||
| 0755 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,212.66 | 0.00 | |||
| SUBTOT | $906,078.58 |
$4,798,122.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | mb02900611801 | Fed/State Project Number | STP 1611 (006) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0005 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0010 | MAINTAIN & CONTROL TRAFFIC (KY 61) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0015 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0020 | TEMP GUARDRAIL | 02397 | LF | 760.00 | 760.000 | 760.000 | 760.000 | 100.00 | 76,000.00 | |||
| 0025 | REMOVE & RESET GUARDRAIL | 02383 | LF | 760.00 | 760.000 | 760.000 | 760.000 | 10.00 | 7,600.00 | |||
| 0030 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 60.00 | 7,200.00 | |||
| 0035 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 10.00 | 1,200.00 | |||
| 0040 | TEMP SIGNAL (KY 61) | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0045 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 931.00 | 931.000 | 931.000 | 931.000 | 90.00 | 83,790.00 | |||
| 0050 | EROSION CONTROL (KY 61) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0055 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 3,776.00 | 3,776.000 | 3,832.750 | 3,832.750 | 0.22 | 843.20 | |||
| 0060 | STAKING (KY 61) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0065 | TEMPORARY SIGNS | 02562 | SQFT | 211.00 | 211.000 | 368.000 | 368.000 | 5.00 | 1,840.00 | |||
| 0070 | REMOVE GUARDRAIL | 02381 | LF | 500.00 | 500.000 | 487.500 | 487.500 | 2.00 | 975.00 | |||
| 0075 | REMOVE GUARDRAIL CON TO BR END | 02372 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0080 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
| 0085 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 400.00 | 400.000 | 450.000 | 450.000 | 17.30 | 7,785.00 | |||
| 0090 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0095 | TRUCK MOUNTED ATTENUATOR | 02654 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0100 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0105 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 625.000 | 625.000 | 2.00 | 1,250.00 | |||
| 0115 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 2,000.000 | 2,000.000 | 1.50 | 3,000.00 | |||
| Project | mb02900611801 | Fed/State Project Number | STP 1611 (006) | Category | 0002 BRIDGE | |||||||
| 0120 | REMOVE EXISTING DECK (KY 61) | 23814EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000,000.00 | 1,000,000.00 | |||
| 0125 | REMOVE SUBSTRUCTURE CONCRETE | 24440EC | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 600.00 | 9,000.00 | |||
| 0130 | CHANNEL LINING CLASS II | 02483 | TON | 78.00 | 78.000 | 94.400 | 94.400 | 45.00 | 4,248.00 | |||
| 0135 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 112.00 | 112.000 | 112.000 | 112.000 | 150.00 | 16,800.00 | |||
| 0140 | EXPAN JOINT ASSEMBLY | 03291 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 2,000.00 | 56,000.00 | |||
| 0145 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 600.00 | 16,800.00 | |||
| 0150 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 600.00 | 16,800.00 | |||
| 0155 | CONCRETE-CLASS AA | 08104 | CUYD | 552.00 | 552.000 | 552.000 | 552.000 | 1,350.00 | 745,200.00 | |||
| 0160 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 1,201.00 | 1,201.000 | 1,201.000 | 1,201.000 | 33.00 | 39,633.00 | |||
| 0165 | MECHANICAL REINF COUPLER-#7 EPOXY COATED | 24404EC | EACH | 1,655.00 | 1,655.000 | 1,655.000 | 1,655.000 | 50.00 | 82,750.00 | |||
| 0170 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 250,478.00 | 250,478.000 | 250,478.000 | 250,478.000 | 1.15 | 288,049.70 | |||
| 0175 | SHEAR CONNECTORS (KY 61) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0180 | APPROACH SLAB | 08500 | SQYD | 169.00 | 169.000 | 169.000 | 169.000 | 295.00 | 49,855.00 | |||
| 0185 | TEMPORARY SHORING APPLIES TO 029B00012N (KY 61) | 24423EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0190 | RAIL SYSTEM TYPE 16 | 24985ED | LF | 1,488.00 | 1,488.000 | 1,488.000 | 1,488.000 | 80.00 | 119,040.00 | |||
| 0195 | CLEARING BRIDGE SITE (KY 61) | 20214ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0200 | STRINGER REPLACEMENT APPLIES TO 029B00012N (KY 61) | 21627NN | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 5,700.00 | 62,700.00 | |||
| 0205 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 372.00 | 372.000 | 504.760 | 504.760 | 125.00 | 63,095.00 | |||
| 0210 | CONCRETE SEALING | 23378EC | SQFT | 20,754.00 | 20,754.000 | 20,928.700 | 20,928.700 | 4.00 | 83,714.80 | |||
| 0215 | DEBRIS REMOVAL | 23061EN | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 500.00 | 7,500.00 | |||
| 0220 | WALKWAY GRATING | 23387EC | LF | 688.00 | 688.000 | 688.000 | 688.000 | 100.00 | 68,800.00 | |||
| 0225 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 228.00 | 228.000 | 146.000 | 146.000 | 150.00 | 21,900.00 | |||
| 0230 | DECK DRAIN | 23813EC | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 2,450.00 | 78,400.00 | |||
| 0235 | BEARING REPAIR | 23853EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,450.00 | 20,700.00 | |||
| 0240 | BOLT/RIVET REPLACEMENT | 21650NN | EACH | 1,000.00 | 1,000.000 | 1,348.000 | 1,348.000 | 35.00 | 47,180.00 | |||
| 0245 | FLOORBEAM REPAIR APPLIES TO 029B00012N (KY 61) | 23218EC | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 7,800.00 | 265,200.00 | |||
| 0250 | INSPECTION SAFETY LINE | 24730ED | LF | 688.00 | 688.000 | 688.000 | 688.000 | 35.00 | 24,080.00 | |||
| 0255 | STEEL REPAIR APPLIES TO 029B00012N (KY 61) | 24879EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 1,950.00 | 39,000.00 | |||
| 0260 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 120.00 | 120.000 | 120.000 | 120.000 | 40.00 | 4,800.00 | |||
| 0265 | CONCRETE-CLASS M 2 | 08107 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 8000 | EW~ Additional Concrete Diaphram at Abutment 1 for extra support | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 26,381.30 | 26,381.30 | |||
| 8001 | STEEL REPAIR Additional replacement of a Lateral Brace from FB 4 to FB 5 | 24879EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,509.59 | 9,509.59 | |||
| 8002 | STEEL REPAIR Additional replacement of Lateral Brace from FB 8 to FB 9 | 24879EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 15,526.83 | 15,526.83 | |||
| 8003 | COST PLUS WORK Walkway Welding at Crossframe | 10080NSD | DOLL | 0.00 | 6,517.620 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8004 | COST PLUS WORK Expansion Assembly Pedestal Removal | 10080NSD | DOLL | 0.00 | 57,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8005 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -46,000.000 | -46,000.000 | 1.00 | -46,000.00 | |||
| Project | mb02900611801 | Fed/State Project Number | STP 1611 (006) | Category | 0003 DEMOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 234,608.50 | 234,608.50 | |||
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 73,212.67 | 0.00 | |||
| SUBTOT | $0.00 |
$8,721,877.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||