Report_Id: 237001 Est NO 0013 |
Date:10/02/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 237001 | Estimate Number | 0013 | 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 | 08/26/2023 TO 09/08/2023 | ||||||
Date Approved | 09/18/2023 | ||||||
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 | $2,899,164.37 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $2,899,164.37 |
Total Earnings | $2,053,892.65 |
$2,010,817.45 |
$43,075.20 |
|
Percent Complete | 70.84 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $845,271.72 |
Gross Earnings | $2,053,892.65 |
$2,010,817.45 |
$43,075.20 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $2,053,892.65 |
$2,010,817.45 |
$43,075.20 |
|||
Contract Id | 237001 | Change Order Summary |
County | BREATHITT | ||||||
Estimate Nbr | 0013 | 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 | 08/26/2023 TO 09/08/2023 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Waterline relocation - Swift Branch Road - Breathitt County | Pending | 0 | $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 | 0013 | Period | 08/26/2023 TO 09/08/2023 | |||||||
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 | 0.000 | 0.000 | 75.00 | 0.00 | |||
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 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
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 | 0.100 | 0.100 | 5,055.00 | 505.50 | |||
8000 | DIRECTIONAL BORE Waterline - 4 Inch HDPE | 22668EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 131.25 | 0.00 | |||
8001 | W TAPPING SLEEVE AND VALVE SIZE 1 Tie-In 6 Inch x 4 Inch | 14089 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
8002 | W TIE-IN 04 INCH Sleeve - Residential side | 14093 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
8003 | MOBILIZATION Utility Contractor | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
8004 | MOBILIZATION Prime Contractor | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 1,880.00 | 0.00 | |||
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 | 0.000 | 0.000 | 84,327.50 | 0.00 | |||
0940 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 476.00 | 476.000 | 0.000 | 0.000 | 47.35 | 0.00 | |||
0945 | TEST PILES | 08033 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 152.10 | 0.00 | |||
0950 | PRE-DRILLING FOR PILES | 08039 | LF | 238.00 | 238.000 | 0.000 | 0.000 | 483.90 | 0.00 | |||
0955 | PILES-STEEL HP12X53 | 08046 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 160.50 | 0.00 | |||
0960 | PILES-STEEL HP14X117 | 08052 | LF | 153.00 | 153.000 | 0.000 | 0.000 | 190.60 | 0.00 | |||
0965 | CONCRETE-CLASS A | 08100 | CUYD | 86.30 | 86.300 | 0.000 | 0.000 | 927.50 | 0.00 | |||
0970 | CONCRETE-CLASS AA | 08104 | CUYD | 22.30 | 22.300 | 0.000 | 0.000 | 3,728.75 | 0.00 | |||
0975 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,637.00 | 8,637.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
0980 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 734.15 | 0.00 | |||
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 | $0.00 |
$24,771.48 |
||||||||||
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 |
$632,398.44 |
||||||||||
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 |
$1,030,418.78 |
||||||||||
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 | 42.000 | 110.000 | 152.000 | 1,025.60 | 43,075.20 | 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 | $43,075.20 |
$1,623,208.78 |
||||||||||
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 |
$2,053,892.60 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |