|
Report_Id: 237004 Est NO 0013 |
Date:03/18/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 237004 | Estimate Number | 0013 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12340) Wright, Zachary D. | ||||||
| Contractor | CENTRAL BRIDGE CO LLC | ADDR SN 0 VC Code KY0018903 | |||||
| 1256 MANCHESTER ST PO BOX 4277 | |||||||
| LEXINGTON , KY , 40504 | |||||||
| Pay Period | 12/02/2023 TO 02/23/2024 | ||||||
| Date Approved | 03/03/2024 | ||||||
| Primary Proj Number | MB06011082301 | ||||||
| Project No. | FD51 060 1108 C00022N 00.52, FD51 060 1538 060C001 00.03 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 12 - 3 LOCATIONS | ||||||
| Description | BRIDGE 060C00022N OVER HOLLYBUSH CREEK AT MP 00.52 | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 06/05/2023 | ||||
| Date Contract Executed | 04/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/19/2023 | Actual Completion Date | 12/08/2023 | ||||
| Current Contract Amount | $1,176,868.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,141,768.14 |
Total Earnings | $1,072,164.81 |
$1,044,478.58 |
$27,686.23 |
|
| Percent Complete | 91.10 |
Stockpiled Materials | $0.00 |
$2,843.08 |
$-2,843.08 |
|
| Funds Available | $104,703.33 |
Gross Earnings | $1,072,164.81 |
$1,047,321.66 |
$24,843.15 |
|
| Total Change Orders | $35,100.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,072,164.81 |
$1,047,321.66 |
$24,843.15 |
|||
| Contract Id | 237004 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0013 | Project Number | FD51 060 1108 C00022N 00.52, FD51 060 1538 060C001 00.03 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | Period | 12/02/2023 TO 02/23/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damage Override | Approved | 09/11/2023 | $0.00 | 0.0 | |||||
| 002 | Concrete Plan Quantity Error | Approved | 02/09/2024 | $35,100.00 | 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 | 237004 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06011082301 | ||||||
| Estimate Nbr | 0013 | Period | 12/02/2023 TO 02/23/2024 | |||||||
| Contractor | CENTRAL BRIDGE CO LLC | |||||||||
| Project | MB06011082301 | Fed/State Project Number | FD51 060 1108 C00022N 00.52 | Category | 0001 PAVING - 060C00022N | |||||||
| 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 | |
| 0170 | DGA BASE | 00001 | TON | 348.00 | 348.000 | 209.200 | 209.200 | 55.00 | 11,506.00 | |||
| 0175 | TRAFFIC BOUND BASE | 00020 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0180 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 86.50 | 0.00 | |||
| 0185 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 247.00 | 247.000 | 74.170 | 74.170 | 220.55 | 16,358.19 | |||
| 0190 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 29.00 | 29.000 | 74.370 | 74.370 | 397.50 | 29,562.07 | |||
| 0195 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.60 | 0.600 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06011082301 | Fed/State Project Number | FD51 060 1108 C00022N 00.52 | Category | 0002 ROADWAY - 060C00022N | |||||||
| 0200 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 15.00 | 105.00 | |||
| 0205 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0210 | TEMP DITCH | 02159 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0215 | CLEAN TEMP DITCH | 02160 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | ROADWAY EXCAVATION | 02200 | CUYD | 161.00 | 161.000 | 13.364 | 13.364 | 55.00 | 735.02 | |||
| 0225 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0235 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0240 | CHANNEL LINING CLASS III | 02484 | TON | 630.00 | 630.000 | 630.020 | 630.020 | 60.00 | 37,801.20 | |||
| 0245 | CLEARING AND GRUBBING (C060022N) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0250 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 153.500 | 153.500 | 26.00 | 3,991.00 | |||
| 0255 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0260 | EDGE KEY | 02585 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 46.00 | 1,242.00 | |||
| 0265 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 225.00 | 225.000 | 106.880 | 106.880 | 7.00 | 748.16 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC (C060022N) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0275 | DIVERSIONS (BY-PASS DETOURS) (C060022N) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0280 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0285 | TEMP SILT FENCE | 02701 | LF | 576.00 | 576.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0290 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0295 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0305 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0310 | STAKING (C060022N) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0315 | REMOVE STRUCTURE (C060022N) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 90.00 | 5,400.00 | |||
| 0325 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0360 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0365 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 612.00 | 612.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 576.00 | 576.000 | 650.000 | 650.000 | 0.75 | 487.50 | |||
| 0375 | PAVEMENT MARKER TY IVA-BW TEMP | 06587 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0380 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 0385 | SAW CUT | 20430ED | LF | 27.00 | 27.000 | 27.000 | 27.000 | 20.00 | 540.00 | |||
| 0390 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 250.00 | 250.000 | 245.000 | 245.000 | 55.00 | 13,475.00 | |||
| 0395 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 25.00 | 600.00 | |||
| 8001 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | MB06011082301 | Fed/State Project Number | FD51 060 1108 C00022N 00.52 | Category | 0003 BRIDGE - 060C00022N | |||||||
| 0400 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 186.40 | 186.400 | 186.400 | 186.400 | 98.00 | 18,267.20 | |||
| 0405 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 28.00 | 28.000 | 38.000 | 38.000 | 180.00 | 6,840.00 | |||
| 0410 | FOUNDATION PREPARATION (C060022N) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0415 | TEST PILES | 08033 | LF | 38.00 | 38.000 | 38.000 | 38.000 | 160.00 | 6,080.00 | |||
| 0420 | PRE-DRILLING FOR PILES | 08039 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 605.00 | 30,250.00 | |||
| 0425 | PILES-STEEL HP12X53 | 08046 | LF | 152.00 | 152.000 | 139.328 | 139.328 | 140.00 | 19,505.92 | |||
| 0430 | CONCRETE-CLASS A | 08100 | CUYD | 76.70 | 76.700 | 76.700 | 76.700 | 1,050.00 | 80,535.00 | |||
| 0435 | CONCRETE-CLASS AA | 08104 | CUYD | 30.70 | 30.700 | 30.700 | 30.700 | 2,500.00 | 76,750.00 | |||
| 0440 | STEEL REINFORCEMENT | 08150 | LB | 6,172.00 | 6,172.000 | 6,172.000 | 6,172.000 | 2.54 | 15,676.88 | |||
| 0445 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,212.00 | 5,212.000 | 5,212.000 | 5,212.000 | 2.79 | 14,541.48 | |||
| 0450 | STRUCTURAL STEEL (C060022N) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0455 | CONCRETE SEALING | 23378EC | SQFT | 2,022.00 | 2,022.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0460 | BRIDGE RAIL | 23539EC | LF | 70.00 | 70.000 | 70.000 | 70.000 | 225.00 | 15,750.00 | |||
| 8000 | LIQUIDATED DAMAGES Contract Overtime | 10111NS | DOLL | 0.00 | 0.001 | -1,500.000 | -1,500.000 | 1.00 | -1,500.00 | |||
| Project | MB06011082301 | Fed/State Project Number | FD51 060 1108 C00022N 00.52 | Category | 0004 DEMOBILIZATION | |||||||
| 0465 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 8,500.00 | 2,125.00 | 2,125.00 | |
| SUBTOT | $2,125.00 |
$618,572.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0415-1-0I |
PILES | LF |
38.00 | 0001 | $45.500000 | $1,642.55 | ||||||
0425-1-0I |
PILES | LF |
152.00 | 0001 | $45.500000 | $6,570.20 | ||||||
0440-1-0I |
STEEL REINUN 615GR60 | LB |
6,172.00 | 0001 | $0.800000 | $4,690.72 | ||||||
0445-1-0I |
STL REINEXCO 615GR60 | LB |
5,212.00 | 0001 | $0.900000 | $4,456.26 | ||||||
0415-1-0A |
PILES | LF |
18.05 | 0003 | $45.500000 | $-780.21 | ||||||
0425-1-0A |
PILES | LF |
49.88 | 0003 | $45.500000 | $-2,156.09 | ||||||
0440-1-0A |
STEEL REINUN 615GR60 | LB |
5,341.85 | 0004 | $0.800000 | $-4,059.81 | ||||||
0415-1-0A |
PILES | LF |
18.05 | 0006 | $45.500000 | $-780.21 | ||||||
0425-1-0A |
PILES | LF |
82.48 | 0006 | $45.500000 | $-3,565.24 | ||||||
0440-1-0A |
STEEL REINUN 615GR60 | LB |
521.54 | 0006 | $0.800000 | $-396.37 | ||||||
0445-1-0A |
STL REINEXCO 615GR60 | LB |
4,951.40 | 0006 | $0.900000 | $-4,233.45 | ||||||
0415-10C |
PILES | LF |
0.00 | 0013 | $43.225000 | -82.13 | $-82.13 | |||||
0425-10C |
PILES | LF |
0.00 | 0013 | $43.225000 | -848.87 | $-848.87 | |||||
0440-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0013 | $0.760000 | -234.54 | $-234.54 | |||||
0445-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0013 | $0.855000 | -222.81 | $-222.81 | |||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB06015382301 | Fed/State Project Number | FD51 060 1538 060C001 00.03 | Category | 0001 PAVING - 060C001 | |||||||
| 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 | |
| 0470 | DGA BASE | 00001 | TON | 17.00 | 17.000 | 46.780 | 46.780 | 200.00 | 9,356.00 | |||
| 0475 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 3,425.00 | 0.00 | |||
| 0480 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 16.27 | 16.270 | 16.270 | 0.000 | 16.270 | 623.50 | 10,144.34 | 10,144.34 | |
| 0485 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 2.50 | 2.500 | 2.500 | 0.000 | 2.500 | 2,920.35 | 7,300.87 | 7,300.87 | |
| 0490 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | MB06015382301 | Fed/State Project Number | FD51 060 1538 060C001 00.03 | Category | 0002 ROADWAY - 060C001 | |||||||
| 0495 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0500 | ROADWAY EXCAVATION | 02200 | CUYD | 20.00 | 20.000 | 18.500 | 0.000 | 18.500 | 150.00 | 2,775.00 | 2,775.00 | |
| 0505 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0510 | CLEARING AND GRUBBING (C060001) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0515 | EDGE KEY | 02585 | LF | 19.00 | 19.000 | 19.000 | 0.000 | 19.000 | 64.00 | 1,216.00 | 1,216.00 | |
| 0520 | MAINTAIN & CONTROL TRAFFIC (C060001) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 20,000.00 | 2,000.00 | 20,000.00 | |
| 0525 | STAKING (C060001) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0530 | REMOVE STRUCTURE EXISTING BRIDGE (C060001) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 0535 | REMOVE STRUCTURE EXISTING DIVERSION - (C060001) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0540 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0545 | EROSION CONTROL (C060001) | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0550 | ENTRANCE PIPE-36 IN (ADDED 1-23-2023) | 22581EN | LF | 40.00 | 40.000 | 40.000 | 40.000 | 165.00 | 6,600.00 | |||
| Project | MB06015382301 | Fed/State Project Number | FD51 060 1538 060C001 00.03 | Category | 0003 BRIDGE - 060C001 | |||||||
| 0555 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 195.00 | 4,680.00 | |||
| 0560 | FOUNDATION PREPARATION (C060001) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0565 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 95.00 | 95.000 | 147.810 | 147.810 | 100.00 | 14,781.00 | |||
| 0570 | TEST PILES | 08033 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 175.00 | 8,750.00 | |||
| 0575 | PRE-DRILLING FOR PILES | 08039 | LF | 90.80 | 90.800 | 88.285 | 88.285 | 480.00 | 42,376.80 | |||
| 0580 | PILES-STEEL HP14X89 | 08051 | LF | 99.80 | 99.800 | 100.198 | 100.198 | 241.00 | 24,147.71 | |||
| 0585 | CONCRETE-CLASS A | 08100 | CUYD | 56.80 | 56.800 | 48.299 | 48.299 | 1,050.00 | 50,713.95 | |||
| 0590 | CONCRETE-CLASS AA | 08104 | CUYD | 13.30 | 22.300 | 22.159 | 22.159 | 3,900.00 | 86,420.10 | |||
| 0595 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 6,147.00 | 6,147.000 | 6,147.000 | 6,147.000 | 2.54 | 15,613.38 | |||
| 0600 | PRECAST PC BOX BEAM CB21-48 | 08663 | LF | 168.00 | 168.000 | 168.000 | 168.000 | 341.00 | 57,288.00 | |||
| 0605 | CONCRETE SEALING | 23378EC | SQFT | 1,826.00 | 1,826.000 | 1,826.000 | 1,826.000 | 4.00 | 7,304.00 | |||
| Project | MB06015382301 | Fed/State Project Number | FD51 060 1538 060C001 00.03 | Category | 0004 DEMOBILIZATION | |||||||
| 0610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 8,500.00 | 2,125.00 | 2,125.00 | |
| SUBTOT | $25,561.22 |
$1,072,164.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0570-1-0I |
PILES | LF |
50.00 | 0001 | $65.000000 | $3,087.50 | ||||||
0580-1-0I |
PILES | LF |
99.80 | 0001 | $65.000000 | $6,162.65 | ||||||
0595-1-0I |
STL REINEXCO 615GR60 | LB |
6,147.00 | 0001 | $0.900000 | $5,255.69 | ||||||
0600-1-0I |
BOX BEAM, CB | LF |
168.00 | 0001 | $146.610000 | $23,398.96 | ||||||
0570-1-0A |
PILES | LF |
50.00 | 0009 | $65.000000 | $-3,087.50 | ||||||
0580-1-0A |
PILES | LF |
95.18 | 0009 | $65.000000 | $-5,877.87 | ||||||
0595-1-0A |
STL REINEXCO 615GR60 | LB |
4,980.73 | 0009 | $0.900000 | $-4,258.53 | ||||||
0600-1-0A |
BOX BEAM, CB | LF |
159.60 | 0009 | $146.610000 | $-22,229.01 | ||||||
0595-1-0A |
STL REINEXCO 615GR60 | LB |
1,166.26 | 0010 | $0.900000 | $-997.16 | ||||||
0580-10C |
PILES | LF |
0.00 | 0013 | $61.750000 | -284.78 | $-284.78 | |||||
0600-10C |
BOX BEAM, CB | LF |
0.00 | 0013 | $139.279524 | -1,169.95 | $-1,169.95 | |||||
| SUBTOT | $0.00 |
|||||||||||