|
Report_Id: 237001 Est NO 0019 |
Date:01/26/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 237001 | Estimate Number | 0019 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Stamper, Darren B. | ||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | ADDR SN 0 VC Code KY0020974 | |||||
| PO BOX 607 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 12/16/2023 TO 12/31/2023 | ||||||
| Date Approved | 01/07/2024 | ||||||
| Primary Proj Number | MB09714832301 | ||||||
| Project No. | FD51 013 1006 C00086N, FD51 095 1116 C000001, FD51 097 1483 C000007, FD51 097 1797 C012 00.01, FD51 097 2010 C029 00.01 | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 10 - 5 LOCATIONS | ||||||
| Description | BRIDGE 097C007 OVER LOTTS CREEK AT MP 00.01 | ||||||
| Date Let | 01/26/2023 | Formal Acceptance | |||||
| Date Awarded | 02/06/2023 | Date Work Began | 03/20/2023 | ||||
| Date Contract Executed | 03/01/2023 | Open To Traffic | |||||
| Date NTP Issued | 03/01/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,939,894.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,899,164.37 |
Total Earnings | $2,744,990.04 |
$2,703,773.39 |
$41,216.65 |
|
| Percent Complete | 93.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $194,904.33 |
Gross Earnings | $2,744,990.04 |
$2,703,773.39 |
$41,216.65 |
|
| Total Change Orders | $40,730.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,744,990.04 |
$2,703,773.39 |
$41,216.65 |
|||
| Contract Id | 237001 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0019 | Project Number | FD51 013 1006 C00086N, FD51 095 1116 C000001, FD51 097 1483 C000007, FD51 097 1797 C012 00.01, FD51 097 2010 C029 00.01 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | Period | 12/16/2023 TO 12/31/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Waterline relocation - Swift Branch Road - Breathitt County | Approved | 10/10/2023 | $40,730.00 | 60.0 | |||||
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 | 237001 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB09714832301 | ||||||
| Estimate Nbr | 0019 | Period | 12/16/2023 TO 12/31/2023 | |||||||
| Contractor | HINKLE CONSTRUCTION SERVICES LLC | |||||||||
| Project | MB01310062301 | Fed/State Project Number | FD51 013 1006 C00086N | Category | 0001 PAVING - C00086N | |||||||
| 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 | |
| 0830 | DGA BASE | 00001 | TON | 91.00 | 91.000 | 27.380 | 27.380 | 75.00 | 2,053.50 | |||
| 0835 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.80 | 3.800 | 0.000 | 0.000 | 1,185.00 | 0.00 | |||
| 0840 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0845 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 59.00 | 59.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0850 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0855 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB01310062301 | Fed/State Project Number | FD51 013 1006 C00086N | Category | 0002 ROADWAY - C00086N | |||||||
| 0860 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0865 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 193.90 | 0.00 | |||
| 0870 | GRANULAR EMBANKMENT | 02223 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 107.30 | 0.00 | |||
| 0875 | EMBANKMENT IN PLACE | 02230 | CUYD | 145.00 | 145.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0880 | WATER | 02242 | MGAL | 20.00 | 20.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0885 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 18.80 | 18.800 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0890 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0895 | CLEARING AND GRUBBING 0.05 ACRE (C013086N) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,397.00 | 9,397.00 | |||
| 0900 | MAINTAIN & CONTROL TRAFFIC (C013086N) | 02650 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 40,218.00 | 14,076.30 | |||
| 0905 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,714.60 | 0.00 | |||
| 0910 | STAKING (C013086N) | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 3,170.75 | 792.68 | |||
| 0915 | REMOVE STRUCTURE (C013086N) | 02731 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 18,000.00 | 18,000.00 | 18,000.00 | |
| 0920 | SAWCUT PAVEMENT | 20550ND | LF | 49.80 | 49.800 | 0.000 | 0.000 | 2.70 | 0.00 | |||
| 0925 | EROSION CONTROL (C013086N) | 21415ND | LS | 1.00 | 1.000 | 0.350 | 0.350 | 5,055.00 | 1,769.25 | |||
| 8000 | DIRECTIONAL BORE Waterline - 4 Inch HDPE | 22668EN | LF | 0.00 | 220.000 | 220.000 | 220.000 | 131.25 | 28,875.00 | |||
| 8001 | W TAPPING SLEEVE AND VALVE SIZE 1 Tie-In 6 Inch x 4 Inch | 14089 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 8002 | W TIE-IN 04 INCH Sleeve - Residential side | 14093 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,625.00 | 2,625.00 | |||
| 8003 | MOBILIZATION Utility Contractor | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 8004 | MOBILIZATION Prime Contractor | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,880.00 | 1,880.00 | |||
| Project | MB01310062301 | Fed/State Project Number | FD51 013 1006 C00086N | Category | 0003 BRIDGE - C00086N | |||||||
| 0930 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0935 | FOUNDATION PREPARATION (C013086N) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 84,327.50 | 42,163.75 | |||
| 0940 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 476.00 | 476.000 | 490.320 | 0.000 | 490.320 | 47.35 | 23,216.65 | 23,216.65 | |
| 0945 | TEST PILES | 08033 | LF | 67.00 | 67.000 | 56.115 | 56.115 | 152.10 | 8,535.09 | |||
| 0950 | PRE-DRILLING FOR PILES | 08039 | LF | 238.00 | 238.000 | 245.500 | 245.500 | 483.90 | 118,797.45 | |||
| 0955 | PILES-STEEL HP12X53 | 08046 | LF | 102.00 | 102.000 | 109.387 | 109.387 | 160.50 | 17,556.61 | |||
| 0960 | PILES-STEEL HP14X117 | 08052 | LF | 153.00 | 153.000 | 144.448 | 144.448 | 190.60 | 27,531.78 | |||
| 0965 | CONCRETE-CLASS A | 08100 | CUYD | 86.30 | 86.300 | 84.945 | 84.945 | 927.50 | 78,786.48 | |||
| 0970 | CONCRETE-CLASS AA | 08104 | CUYD | 22.30 | 22.300 | 22.300 | 22.300 | 3,728.75 | 83,151.12 | |||
| 0975 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,637.00 | 8,637.000 | 8,512.373 | 8,512.373 | 2.10 | 17,875.98 | |||
| 0980 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 288.00 | 288.000 | 288.000 | 288.000 | 734.15 | 211,435.20 | |||
| 0985 | CONCRETE SEALING | 23378EC | SQFT | 3,239.00 | 3,239.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| Project | MB01310062301 | Fed/State Project Number | FD51 013 1006 C00086N | Category | 0004 DEMOBILIZATION | |||||||
| 0990 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,600.01 | 0.00 | |||
| SUBTOT | $41,216.65 |
$715,868.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09511162301 | Fed/State Project Number | FD51 095 1116 C000001 | Category | 0001 ROADWAY - C000001 | |||||||
| 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 | |
| 0625 | DGA BASE | 00001 | TON | 260.00 | 260.000 | 53.350 | 53.350 | 44.60 | 2,379.41 | |||
| 0630 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 15.00 | 150.00 | |||
| 0635 | TEMP DITCH | 02159 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 2.60 | 70.20 | |||
| 0640 | CLEAN TEMP DITCH | 02160 | LF | 14.00 | 14.000 | 14.000 | 14.000 | 0.01 | 0.14 | |||
| 0645 | ROADWAY EXCAVATION | 02200 | CUYD | 26.00 | 26.000 | 0.000 | 0.000 | 39.50 | 0.00 | |||
| 0650 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0655 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 70.00 | 7,000.00 | |||
| 0660 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0665 | CLEARING AND GRUBBING (2/3 ACRES - 095C001) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0670 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 0675 | MAINTAIN & CONTROL TRAFFIC (095C001) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 35,606.00 | 26,704.50 | |||
| 0680 | DIVERSIONS (BY-PASS DETOURS) (095C001) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 84,778.00 | 84,778.00 | |||
| 0685 | TEMP SILT FENCE | 02701 | LF | 27.00 | 27.000 | 0.000 | 0.000 | 4.90 | 0.00 | |||
| 0690 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 140.30 | 140.30 | |||
| 0695 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 440.25 | 440.25 | |||
| 0700 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0705 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0710 | STAKING (095C001) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,170.75 | 3,170.75 | |||
| 0715 | REMOVE STRUCTURE (095C001) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0720 | EROSION CONTROL BLANKET | 05950 | SQYD | 164.00 | 164.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0725 | TEMP MULCH | 05952 | SQYD | 2,195.00 | 2,195.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0730 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0735 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 3,047.63 | 0.00 | |||
| 0740 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 3,047.63 | 0.00 | |||
| 0745 | SEEDING AND PROTECTION | 05985 | SQYD | 3,177.00 | 3,177.000 | 2,638.000 | 2,638.000 | 0.80 | 2,110.40 | |||
| 0750 | AGRICULTURAL LIMESTONE | 05992 | TON | 2.10 | 2.100 | 0.000 | 0.000 | 1,333.50 | 0.00 | |||
| 0755 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | MB09511162301 | Fed/State Project Number | FD51 095 1116 C000001 | Category | 0002 BRIDGE - C000001 | |||||||
| 0760 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 118.00 | 118.000 | 104.060 | 104.060 | 71.25 | 7,414.27 | |||
| 0765 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0770 | FOUNDATION PREPARATION (095C001) | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 4,698.30 | 2,349.15 | |||
| 0775 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 413.00 | 413.000 | 417.570 | 417.570 | 47.75 | 19,938.96 | |||
| 0780 | TEST PILES | 08033 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 193.20 | 6,568.80 | |||
| 0785 | PRE-DRILLING FOR PILES | 08039 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 708.90 | 56,712.00 | |||
| 0790 | PILES-STEEL HP12X53 | 08046 | LF | 72.00 | 72.000 | 83.580 | 83.580 | 189.50 | 15,838.41 | |||
| 0795 | CONCRETE-CLASS A | 08100 | CUYD | 29.00 | 29.000 | 29.000 | 29.000 | 1,721.40 | 49,920.60 | |||
| 0800 | CONCRETE-CLASS AA | 08104 | CUYD | 22.10 | 22.100 | 22.100 | 22.100 | 3,888.00 | 85,924.80 | |||
| 0805 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,174.00 | 5,174.000 | 5,174.000 | 5,174.000 | 2.10 | 10,865.40 | |||
| 0810 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 274.50 | 274.500 | 274.500 | 274.500 | 574.40 | 157,672.80 | |||
| 0815 | CONCRETE SEALING | 23378EC | SQFT | 2,214.00 | 2,214.000 | 2,214.000 | 2,214.000 | 2.70 | 5,977.80 | |||
| 0820 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 188.00 | 188.000 | 188.000 | 188.000 | 200.00 | 37,600.00 | |||
| Project | MB09511162301 | Fed/State Project Number | FD51 095 1116 C000001 | Category | 0003 DEMOBILIZATION | |||||||
| 0825 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| SUBTOT | $0.00 |
$1,323,495.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09714832301 | Fed/State Project Number | FD51 097 1483 C000007 | Category | 0001 PAVING - C000007 | |||||||
| 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 | DGA BASE | 00001 | TON | 207.00 | 207.000 | 131.600 | 131.600 | 42.80 | 5,632.48 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 1,185.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 18,525.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 15.00 | 15.000 | 12.200 | 12.200 | 497.55 | 6,070.11 | |||
| 0025 | ASPHALT PRIME COAT | 00296 | TON | 0.04 | 0.040 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 6.00 | 6.000 | 6.430 | 6.430 | 1,190.70 | 7,656.20 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 0.04 | 0.040 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB09714832301 | Fed/State Project Number | FD51 097 1483 C000007 | Category | 0002 ROADWAY - C000007 | |||||||
| 0040 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 15.00 | 90.00 | |||
| 0045 | TEMP DITCH | 02159 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 6.40 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 11.00 | 11.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 30.00 | 30.000 | 30.000 | 30.000 | 34.25 | 1,027.50 | |||
| 0060 | WATER | 02242 | MGAL | 8.00 | 8.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0065 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0070 | CLEARING AND GRUBBING - | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,136.00 | 5,136.00 | |||
| 0075 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0080 | EDGE KEY | 02585 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 37.50 | 1,762.50 | |||
| 0085 | MAINTAIN & CONTROL TRAFFIC (097C007) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,900.00 | 29,900.00 | |||
| 0090 | DIVERSIONS (BY-PASS DETOURS) (097C007) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,727.00 | 60,727.00 | |||
| 0095 | TEMP SILT FENCE | 02701 | LF | 22.00 | 22.000 | 90.000 | 90.000 | 5.90 | 531.00 | |||
| 0100 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.30 | 0.00 | |||
| 0105 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 481.50 | 0.00 | |||
| 0110 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | STAKING (097C007) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,170.75 | 3,170.75 | |||
| 0125 | REMOVE STRUCTURE (097C007) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0130 | EROSION CONTROL BLANKET | 05950 | SQYD | 108.00 | 108.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0135 | TEMP MULCH | 05952 | SQYD | 1,453.00 | 1,453.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,084.00 | 1,084.000 | 894.000 | 894.000 | 0.80 | 715.20 | |||
| 0145 | INITIAL FERTILIZER | 05963 | TON | 0.07 | 0.070 | 0.000 | 0.000 | 3,717.00 | 0.00 | |||
| 0150 | MAINTENANCE FERTILIZER | 05964 | TON | 0.11 | 0.110 | 0.000 | 0.000 | 3,717.00 | 0.00 | |||
| 0155 | SEEDING AND PROTECTION | 05985 | SQYD | 2,060.00 | 2,060.000 | 2,211.330 | 2,211.330 | 0.80 | 1,769.06 | |||
| 0160 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.34 | 1.340 | 0.000 | 0.000 | 1,333.50 | 0.00 | |||
| 0165 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | MB09714832301 | Fed/State Project Number | FD51 097 1483 C000007 | Category | 0003 BRIDGE - C000007 | |||||||
| 0170 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 157.00 | 157.000 | 146.140 | 146.140 | 79.00 | 11,545.06 | |||
| 0175 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 81.40 | 2,279.20 | |||
| 0180 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 54.00 | 54.000 | 52.000 | 52.000 | 55.60 | 2,891.20 | |||
| 0185 | FOUNDATION PREPARATION (097C007) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,901.50 | 11,901.50 | |||
| 0190 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 97.00 | 97.000 | 104.430 | 104.430 | 59.75 | 6,239.69 | |||
| 0195 | CONCRETE-CLASS A | 08100 | CUYD | 116.30 | 116.300 | 116.300 | 116.300 | 891.80 | 103,716.34 | |||
| 0200 | CONCRETE-CLASS AA | 08104 | CUYD | 29.20 | 29.200 | 32.500 | 32.500 | 2,181.10 | 70,885.75 | |||
| 0205 | STEEL REINFORCEMENT | 08150 | LB | 9,290.00 | 9,290.000 | 9,290.000 | 9,290.000 | 2.00 | 18,580.00 | |||
| 0210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,378.00 | 7,378.000 | 7,378.000 | 7,378.000 | 2.10 | 15,493.80 | |||
| 0215 | CONCRETE SEALING | 23378EC | SQFT | 1,507.00 | 1,507.000 | 0.000 | 0.000 | 3.90 | 0.00 | |||
| 0220 | RAIL SYSTEM TYPE T631 | 24896ED | LF | 68.00 | 68.000 | 68.000 | 68.000 | 175.00 | 11,900.00 | |||
| Project | MB09714832301 | Fed/State Project Number | FD51 097 1483 C000007 | Category | 0004 DEMOBILIZATION | |||||||
| 0225 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| SUBTOT | $0.00 |
$1,721,516.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09717972301 | Fed/State Project Number | FD51 097 1797 C012 00.01 | Category | 0001 PAVING - C000012 | |||||||
| 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 | |
| 0230 | DGA BASE | 00001 | TON | 48.00 | 48.000 | 99.360 | 99.360 | 42.25 | 4,197.96 | |||
| 0235 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 126.00 | 126.000 | 77.560 | 77.560 | 47.70 | 3,699.61 | |||
| 0240 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 35.00 | 35.000 | 71.010 | 71.010 | 312.78 | 22,210.50 | |||
| 0245 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 84.00 | 84.000 | 40.080 | 40.080 | 298.72 | 11,972.69 | |||
| 0250 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.50 | 0.500 | 0.500 | 0.500 | 7,775.50 | 3,887.75 | |||
| Project | MB09717972301 | Fed/State Project Number | FD51 097 1797 C012 00.01 | Category | 0002 ROADWAY - C000012 | |||||||
| 0255 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 15.00 | 90.00 | |||
| 0260 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 193.90 | 387.80 | |||
| 0265 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0270 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 37.50 | 37.500 | 28.750 | 28.750 | 100.00 | 2,875.00 | |||
| 0275 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | |||
| 0280 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0285 | CLEARING AND GRUBBING APPROX. 0.14 AC | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 939.70 | 939.70 | |||
| 0290 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 250.000 | 250.000 | 19.08 | 4,770.00 | |||
| 0295 | EDGE KEY | 02585 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 85.50 | 0.00 | |||
| 0300 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 250.00 | 250.000 | 86.670 | 86.670 | 3.60 | 312.01 | |||
| 0305 | MAINTAIN & CONTROL TRAFFIC (097C012) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,564.00 | 30,564.00 | |||
| 0310 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,226.00 | 0.00 | |||
| 0315 | MOBILIZATION FOR MILL & TEXT (097C012) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,260.00 | 0.00 | |||
| 0320 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0325 | SHOULDER RUMBLE STRIPS | 02696 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0330 | TEMP SILT FENCE | 02701 | LF | 250.00 | 250.000 | 114.000 | 114.000 | 6.20 | 706.80 | |||
| 0335 | SILT TRAP TYPE A | 02703 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 140.30 | 701.50 | |||
| 0340 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 358.80 | 0.00 | |||
| 0345 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0350 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0355 | STAKING (097C012) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,170.75 | 3,170.75 | |||
| 0360 | REMOVE STRUCTURE 35' X 16' ROLLED STEEL BEAM BRIDGE AND N | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0365 | TEMP MULCH | 05952 | SQYD | 500.00 | 500.000 | 500.000 | 500.000 | 0.65 | 325.00 | |||
| 0370 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0375 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 3,717.00 | 0.00 | |||
| 0380 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 3,717.00 | 0.00 | |||
| 0385 | SEEDING AND PROTECTION | 05985 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0390 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,333.50 | 0.00 | |||
| 0395 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | MB09717972301 | Fed/State Project Number | FD51 097 1797 C012 00.01 | Category | 0003 BRIDGE - C000012 | |||||||
| 0400 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 305.60 | 305.600 | 305.600 | 305.600 | 91.10 | 27,840.16 | |||
| 0405 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 77.20 | 2,470.40 | |||
| 0410 | FOUNDATION PREPARATION (097C012) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,987.90 | 10,987.90 | |||
| 0415 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 115.00 | 115.000 | 104.210 | 104.210 | 49.30 | 5,137.55 | |||
| 0420 | TEST PILES | 08033 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 136.40 | 6,410.80 | |||
| 0425 | PRE-DRILLING FOR PILES | 08039 | LF | 110.00 | 110.000 | 152.000 | 152.000 | 1,025.60 | 155,891.20 | |||
| 0430 | PILES-STEEL HP14X89 | 08051 | LF | 391.00 | 391.000 | 381.460 | 381.460 | 120.10 | 45,813.34 | |||
| 0435 | CONCRETE-CLASS A | 08100 | CUYD | 176.40 | 176.400 | 150.000 | 150.000 | 642.50 | 96,375.00 | |||
| 0440 | CONCRETE-CLASS AA | 08104 | CUYD | 20.00 | 20.000 | 20.000 | 20.000 | 2,633.50 | 52,670.00 | |||
| 0445 | STEEL REINFORCEMENT | 08150 | LB | 5,563.00 | 5,563.000 | 5,608.160 | 5,608.160 | 2.00 | 11,216.32 | |||
| 0450 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,332.00 | 5,332.000 | 4,568.990 | 4,568.990 | 2.10 | 9,594.87 | |||
| 0455 | PRECAST PC BOX BEAM B12-48 | 08651 | LF | 128.00 | 128.000 | 128.000 | 128.000 | 280.50 | 35,904.00 | |||
| 0460 | CONCRETE SEALING | 23378EC | SQFT | 533.40 | 533.400 | 533.400 | 533.400 | 10.25 | 5,467.35 | |||
| 0465 | BRIDGE RAIL | 23539EC | LF | 64.00 | 64.000 | 64.000 | 64.000 | 200.00 | 12,800.00 | |||
| Project | MB09717972301 | Fed/State Project Number | FD51 097 1797 C012 00.01 | Category | 0004 DEMOBILIZATION | |||||||
| 0470 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,600.00 | 0.00 | |||
| SUBTOT | $0.00 |
$2,314,306.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09720102301 | Fed/State Project Number | FD51 097 2010 C029 00.01 | Category | 0001 PAVING - C000029 | |||||||
| 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 | |
| 0475 | WATERPROOFING MEMBRANE | 03250 | SQYD | 86.00 | 86.000 | 86.000 | 86.000 | 35.91 | 3,088.26 | |||
| 0480 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 140.00 | 140.000 | 276.000 | 276.000 | 256.64 | 70,832.64 | |||
| Project | MB09720102301 | Fed/State Project Number | FD51 097 2010 C029 00.01 | Category | 0002 ROADWAY - C000029 | |||||||
| 0485 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 193.90 | 387.80 | |||
| 0490 | TEMP DITCH | 02159 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0495 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 100.00 | 500.00 | |||
| 0500 | DITCHING AND SHOULDERING | 02575 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 15.40 | 0.00 | |||
| 0505 | EDGE KEY | 02585 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 54.65 | 2,623.20 | |||
| 0510 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 39,028.00 | 39,028.00 | |||
| 0515 | TEMP SILT FENCE | 02701 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 5.86 | 0.00 | |||
| 0520 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 140.30 | 0.00 | |||
| 0525 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 931.50 | 0.00 | |||
| 0530 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0535 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0540 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0545 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0550 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,170.75 | 3,170.75 | |||
| 0555 | TEMP MULCH | 05952 | SQYD | 75.00 | 75.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0560 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 56.00 | 56.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0565 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 3,716.60 | 0.00 | |||
| 0570 | SEEDING AND PROTECTION | 05985 | SQYD | 112.00 | 112.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0625 | GUARDRAIL-STEEL W BEAM-S FACE A (ADDED 1-20-23) | 02355 | LF | 50.00 | 50.000 | 62.500 | 62.500 | 100.00 | 6,250.00 | |||
| Project | MB09720102301 | Fed/State Project Number | FD51 097 2010 C029 00.01 | Category | 0003 BRIDGES - C000029 | |||||||
| 0575 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 33.20 | 33.200 | 55.510 | 55.510 | 99.25 | 5,509.36 | |||
| 0580 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,698.30 | 4,698.30 | |||
| 0585 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 92.00 | 92.000 | 98.960 | 98.960 | 52.50 | 5,195.40 | |||
| 0590 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0595 | PRECAST PC BOX BEAM B21-48 | 08653 | LF | 186.00 | 186.000 | 186.000 | 186.000 | 350.25 | 65,146.50 | |||
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 114.00 | 114.000 | 114.000 | 114.000 | 200.00 | 22,800.00 | |||
| 0605 | CONCRETE SEALING | 23378EC | SQFT | 136.00 | 136.000 | 136.000 | 136.000 | 39.40 | 5,358.40 | |||
| 0610 | PRECAST END BENT | 24414EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 16,091.60 | 32,183.20 | |||
| 0615 | MICROPILES-7 IN | 26183EC | LF | 184.00 | 184.000 | 184.000 | 184.000 | 793.00 | 145,912.00 | |||
| Project | MB09720102301 | Fed/State Project Number | FD51 097 2010 C029 00.01 | Category | 0004 DEMOBILIZATION | |||||||
| 0620 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,599.99 | 0.00 | |||
| SUBTOT | $0.00 |
$2,744,989.99 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||