|
Report_Id: 231311 Est NO 0023 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231311 | Estimate Number | 0023 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Portocarrero, Claudia | ||||||
| Contractor | E AND B PAVING LLC | ADDR SN 0 VC Code KY0019238 | |||||
| 286 W 300 N | |||||||
| ANDERSON , IN , 46012 | |||||||
| Pay Period | 05/17/2024 TO 05/30/2024 | ||||||
| Date Approved | 06/09/2024 | ||||||
| Primary Proj Number | DE05600222311 | ||||||
| Project No. | STP 8714 (019) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | KY22/SPRINGCREST DRIVE INTERSECTION | ||||||
| Description | IMPROVEMENTS | ||||||
| Date Let | 02/23/2023 | Formal Acceptance | |||||
| Date Awarded | 03/06/2023 | Date Work Began | 07/26/2023 | ||||
| Date Contract Executed | 04/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/19/2023 | Actual Completion Date | |||||
| Current Contract Amount | $5,158,015.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,137,000.00 |
Total Earnings | $2,944,654.11 |
$2,886,906.34 |
$57,747.77 |
|
| Percent Complete | 57.85 |
Stockpiled Materials | $39,068.11 |
$45,228.91 |
$-6,160.80 |
|
| Funds Available | $2,174,292.89 |
Gross Earnings | $2,983,722.22 |
$2,932,135.25 |
$51,586.97 |
|
| Total Change Orders | $21,015.11 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,983,722.22 |
$2,932,135.25 |
$51,586.97 |
|||
| Contract Id | 231311 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0023 | Project Number | STP 8714 (019) | |||||||
| Contractor | E AND B PAVING LLC | Period | 05/17/2024 TO 05/30/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Solid Rock Excavation & Mass Concrete | Approved | 11/27/2023 | $21,015.11 | 2.0 | |||||
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 | 231311 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | ASNW ASPHALT SURFACING NEW CONSTRUCTION | TRANSPORTATION CABINET |
Primary Project Number | DE05600222311 | ||||||
| Estimate Nbr | 0023 | Period | 05/17/2024 TO 05/30/2024 | |||||||
| Contractor | E AND B PAVING LLC | |||||||||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 2,516.00 | 2,516.000 | 180.410 | 1,677.110 | 1,857.520 | 45.00 | 8,118.45 | 83,588.40 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,730.00 | 2,730.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0025 | ASPHALT CURING SEAL | 00358 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 495.00 | 495.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0035 | SAND FOR BLOTTER | 02702 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0040 | JOINT ADHESIVE | 20071EC | LF | 2,666.00 | 2,666.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0002 ROADWAY | |||||||
| 0050 | DGA BASE | 00001 | TON | 199.00 | 199.000 | 42.340 | 42.340 | 62.38 | 2,641.16 | |||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0060 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 2,540.00 | 2,540.000 | 0.000 | 0.000 | 33.05 | 0.00 | |||
| 0065 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 12.92 | 0.00 | |||
| 0070 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 13.71 | 0.00 | |||
| 0075 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,400.00 | 0.00 | |||
| 0080 | BARRICADE-TYPE III (REVISED 2-22-23) | 02014 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 0085 | FLOWABLE FILL | 02220 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 256.77 | 0.00 | |||
| 0090 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 77.06 | 0.00 | |||
| 0095 | REMOVE GUARDRAIL | 02381 | LF | 1,220.00 | 1,220.000 | 425.000 | 425.000 | 2.64 | 1,122.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,041.68 | 0.00 | |||
| 0105 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 190.25 | 0.00 | |||
| 0110 | WITNESS POST | 02432 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 174.99 | 0.00 | |||
| 0115 | CLEARING AND GRUBBING APPROX. 3 ACRES | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 145,000.00 | 137,750.00 | |||
| 0120 | TEMPORARY SIGNS | 02562 | SQFT | 625.00 | 625.000 | 742.500 | 742.500 | 6.00 | 4,455.00 | |||
| 0125 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 72,757.02 | 29,102.80 | |||
| 0135 | PORTABLE CHANGEABLE MESSAGE SIGN (REVISED 2-22-23) | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0140 | TEMP SILT FENCE | 02701 | LF | 1,320.00 | 1,320.000 | 1,121.000 | 1,121.000 | 4.06 | 4,551.26 | |||
| 0145 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 340.28 | 2,041.68 | |||
| 0150 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 421.65 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 2.000 | 2.000 | 81.87 | 163.74 | |||
| 0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 81.84 | 0.00 | |||
| 0165 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 867.00 | 867.000 | 0.000 | 0.000 | 53.00 | 0.00 | |||
| 0170 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 46,444.53 | 32,511.17 | |||
| 0175 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 15,750.00 | 63,000.00 | |||
| 0180 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,080.00 | 2,080.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0185 | TEMP MULCH | 05952 | SQYD | 21,393.00 | 21,393.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0190 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 21,393.00 | 21,393.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0195 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0200 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,032.00 | 0.00 | |||
| 0205 | SEEDING AND PROTECTION | 05985 | SQYD | 21,393.00 | 21,393.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0210 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,139.00 | 2,139.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0215 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0220 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 85.00 | 85.000 | 0.000 | 0.000 | 41.84 | 0.00 | |||
| 0225 | STEEL POST TYPE 1 | 06410 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 28.16 | 0.00 | |||
| 0230 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,040.00 | 2,040.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0235 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 7,018.00 | 7,018.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0245 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 413.00 | 413.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0250 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0260 | REMOVE BARRIER | 20591EC | LF | 324.00 | 324.000 | 0.000 | 0.000 | 35.39 | 0.00 | |||
| 0265 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 417.57 | 0.00 | |||
| 0270 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.77 | 0.00 | |||
| 0275 | EMBANKMENT (REVISED 2-22-23) | 21553EN | CUYD | 19,803.00 | 19,803.000 | 320.000 | 8,835.400 | 9,155.400 | 58.00 | 18,560.00 | 531,013.20 | |
| 0280 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,460.00 | 1,460.000 | 0.000 | 0.000 | 32.28 | 0.00 | |||
| 0285 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 72.00 | 72.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0295 | INLAID PAVEMENT MARKER | 24489EC | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0300 | BARCODE SIGN INVENTORY | 24631EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 37.89 | 0.00 | |||
| 0305 | PIPELINE INSPECTION | 24814EC | LF | 1,788.00 | 1,788.000 | 0.000 | 0.000 | 3.08 | 0.00 | |||
| 0310 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.850 | 0.850 | 7,841.42 | 6,665.20 | |||
| 0320 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,652.86 | 0.00 | |||
| 0520 | STRUCTURE GRANULAR BACKFILL (ADDED 2-22-23) | 02231 | CUYD | 750.00 | 750.000 | 619.190 | 619.190 | 76.79 | 47,547.60 | |||
| 0525 | STRUCTURE EXCAV-SOLID ROCK (ADDED 2-22-23) | 08002 | CUYD | 40.00 | 76.020 | 76.020 | 76.020 | 470.93 | 35,800.09 | |||
| 8000 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 10.750 | 10.750 | 10.750 | 376.95 | 4,052.21 | |||
| 8002 | EW~ Dirt Slope Cap | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 37,734.87 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0003 DRAINAGE | |||||||
| 0325 | STORM SEWER PIPE-18 IN | 00522 | LF | 792.00 | 792.000 | 454.330 | 454.330 | 157.89 | 71,734.16 | |||
| 0330 | STORM SEWER PIPE-24 IN | 00524 | LF | 996.00 | 996.000 | 758.750 | 758.750 | 202.62 | 153,737.92 | |||
| 0335 | PERFORATED PIPE-4 IN | 01000 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 64.22 | 0.00 | |||
| 0340 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 47.47 | 0.00 | |||
| 0345 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,158.26 | 0.00 | |||
| 0350 | METAL END SECTION TY 1-18 IN | 01371 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,169.42 | 3,169.42 | |||
| 0355 | CURB BOX INLET TYPE B | 01480 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 11,632.09 | 139,585.08 | |||
| 0360 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,876.15 | 25,752.30 | |||
| 0365 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,527.31 | 3,527.31 | |||
| 0370 | CHANNEL LINING CLASS III | 02484 | TON | 252.00 | 252.000 | 46.030 | 0.000 | 46.030 | 70.00 | 3,222.10 | 3,222.10 | |
| 0375 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,951.00 | 1,951.000 | 91.110 | 4,318.070 | 4,409.180 | 2.00 | 182.22 | 8,818.36 | |
| 0380 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0385 | 3-SIDED CULVERT | 21804EN | LF | 48.00 | 48.000 | 48.000 | 48.000 | 10,226.81 | 490,886.88 | |||
| 0390 | GRASS SWALE | 23988EC | SQYD | 143.00 | 143.000 | 0.000 | 0.000 | 32.03 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0004 SEWER | |||||||
| 0395 | S ENCASEMENT CONCRETE | 15012 | LF | 51.00 | 51.000 | 50.000 | 50.000 | 90.00 | 4,500.00 | |||
| 0400 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 111.00 | 111.000 | 50.000 | 50.000 | 488.00 | 24,400.00 | |||
| 0405 | S FORCE MAIN TIE-IN 08 INCH | 15075 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 8001 | EW~ Storm Sewer Trenches | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 34,203.87 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0005 WATERLINE | |||||||
| 0410 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,007.00 | 0.00 | |||
| 0415 | W ENCASEMENT CONCRETE | 14005 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0420 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 300.00 | 42,000.00 | |||
| 0425 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,850.00 | 17,700.00 | |||
| 0430 | W FLUSHING ASSEMBLY | 14023 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,870.00 | 0.00 | |||
| 0435 | W METER RELOCATE | 14030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,590.00 | 0.00 | |||
| 0440 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 105.00 | 105.000 | 121.000 | 121.000 | 230.00 | 27,830.00 | |||
| 0445 | W PIPE DCTL IRON RSTRND JOINT 06 IN | 14047 | LF | 125.00 | 125.000 | 100.000 | 100.000 | 235.00 | 23,500.00 | |||
| 0450 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 1,570.00 | 1,570.000 | 81.500 | 1,197.000 | 1,278.500 | 310.00 | 25,265.00 | 396,335.00 | |
| 0455 | W PLUG EXISTING MAIN | 14074 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 755.00 | 0.00 | |||
| 0460 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,276.00 | 0.00 | |||
| 0465 | W TIE-IN 06 INCH | 14094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,452.00 | 0.00 | |||
| 0470 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 20.000 | 20.000 | 8,500.00 | 170,000.00 | |||
| 0475 | W VALVE 06 INCH | 14105 | EACH | 3.00 | 3.000 | 1.000 | 3.000 | 4.000 | 2,400.00 | 2,400.00 | 9,600.00 | |
| 0480 | W VALVE 12 INCH | 14108 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 5,400.00 | 21,600.00 | |||
| 0485 | W LEAK DETECTION METER | 14153 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,350.00 | 0.00 | |||
| 0530 | SAFELOADING (ADDED 2-22-23) | 02690 | CUYD | 90.00 | 90.000 | 0.000 | 0.000 | 310.00 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0006 RETAINING WALL | |||||||
| 0490 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 44,167.44 | 0.00 | |||
| 0495 | RETAINING WALL | 08018 | SQFT | 1,357.00 | 1,357.000 | 0.000 | 0.000 | 228.00 | 0.00 | |||
| 0500 | CONCRETE SEALING | 23378EC | SQFT | 1,746.00 | 1,746.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0505 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| Project | DE05600222311 | Fed/State Project Number | STP 8714 (019) | Category | 0007 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0510 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 220,000.00 | 220,000.00 | |||
| 0515 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 77,250.00 | 0.00 | |||
| SUBTOT | $57,747.77 |
$2,944,654.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0450-4-0I |
18X.375 STL Casing Pipe | LF |
140.00 | 0009 | $81.227800 | $10,803.30 | ||||||
0450-3-0I |
12SBR Amarillo Fast Grip GSKT | LF |
1,580.00 | 0009 | $52.735000 | $79,155.24 | ||||||
0450-2-0I |
12SBR Amarillo Fast Grip GSKT | EACH |
79.00 | 0009 | $208.690000 | $15,662.39 | ||||||
0450-1-0I |
12 Gland & Gripping F/ DI/C900 | EACH |
101.00 | 0009 | $140.810000 | $13,510.91 | ||||||
0325-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
781.00 | 0010 | $20.865000 | $15,480.79 | ||||||
0330-1-0I |
PIPE, CMP AL 1.63 MM | EACH |
999.00 | 0010 | $26.429000 | $25,082.44 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
81.55 | 0009 | $52.735000 | $-4,085.58 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
7.26 | 0009 | $81.227800 | $-560.80 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
4.10 | 0009 | $208.690000 | $-813.07 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
5.24 | 0009 | $140.810000 | $-701.35 | ||||||
0325-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
98.61 | 0010 | $20.865000 | $-1,954.64 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
80.24 | 0010 | $26.429000 | $-2,014.65 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
106.06 | 0010 | $52.735000 | $-5,313.76 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
5.33 | 0010 | $208.690000 | $-1,057.49 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
6.81 | 0010 | $140.810000 | $-912.18 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
9.45 | 0010 | $81.227800 | $-729.38 | ||||||
0325-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
104.85 | 0011 | $20.865000 | $-2,078.37 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
159.47 | 0011 | $26.429000 | $-4,004.12 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
10.70 | 0011 | $81.227800 | $-825.71 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
120.07 | 0011 | $52.735000 | $-6,015.58 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
6.03 | 0011 | $208.690000 | $-1,197.16 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
7.71 | 0011 | $140.810000 | $-1,032.66 | ||||||
0325-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
86.77 | 0012 | $20.865000 | $-1,720.09 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
87.76 | 0012 | $26.429000 | $-2,203.52 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
130.08 | 0012 | $52.735000 | $-6,516.88 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
6.54 | 0012 | $208.690000 | $-1,296.93 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
8.36 | 0012 | $140.810000 | $-1,118.72 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
11.59 | 0012 | $81.227800 | $-894.52 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
70.21 | 0013 | $26.429000 | $-1,762.82 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
20.73 | 0013 | $81.227800 | $-1,599.82 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
232.64 | 0013 | $52.735000 | $-11,655.18 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
11.69 | 0013 | $208.690000 | $-2,319.50 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
14.95 | 0013 | $140.810000 | $-2,000.78 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
40.12 | 0014 | $26.429000 | $-1,007.32 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
6.37 | 0014 | $81.227800 | $-491.99 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
71.54 | 0014 | $52.735000 | $-3,584.28 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
3.59 | 0014 | $208.690000 | $-713.31 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
4.59 | 0014 | $140.810000 | $-615.29 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
155.46 | 0015 | $26.429000 | $-3,903.38 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
14.62 | 0015 | $81.227800 | $-1,128.47 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
164.10 | 0015 | $52.735000 | $-8,221.29 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
8.25 | 0015 | $208.690000 | $-1,636.12 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
10.55 | 0015 | $140.810000 | $-1,411.30 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
100.30 | 0016 | $26.429000 | $-2,518.31 | ||||||
0325-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
98.61 | 0017 | $20.865000 | $-1,954.64 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
54.41 | 0017 | $26.429000 | $-1,366.18 | ||||||
0325-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
59.16 | 0018 | $20.865000 | $-1,172.79 | ||||||
0330-1-0A |
PIPE, CMP AL 1.63 MM | EACH |
13.03 | 0018 | $26.429000 | $-327.38 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
9.22 | 0021 | $81.227800 | $-712.18 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
103.56 | 0021 | $52.735000 | $-5,188.44 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
5.20 | 0021 | $208.690000 | $-1,032.55 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
6.65 | 0021 | $140.810000 | $-890.67 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
12.03 | 0022 | $81.227800 | $-928.93 | ||||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
135.08 | 0022 | $52.735000 | $-6,767.53 | ||||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
6.79 | 0022 | $208.690000 | $-1,346.81 | ||||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
8.68 | 0022 | $140.810000 | $-1,161.74 | ||||||
0450-4-0A |
18X.375 STL Casing Pipe | LF |
7.26 | 0023 | $81.227800 | -560.80 | $-560.80 | |||||
0450-3-0A |
12SBR Amarillo Fast Grip GSKT | LF |
81.55 | 0023 | $52.735000 | -4,085.58 | $-4,085.58 | |||||
0450-2-0A |
12SBR Amarillo Fast Grip GSKT | EACH |
4.10 | 0023 | $208.690000 | -813.07 | $-813.07 | |||||
0450-1-0A |
12 Gland & Gripping F/ DI/C900 | EACH |
5.24 | 0023 | $140.810000 | -701.35 | $-701.35 | |||||
| SUBTOT | $39,068.11 |
|||||||||||