|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/14/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171009 | Estimate Number | 0020 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Phillips, Heath A. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 1 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 08/23/2019 TO 05/21/2020 | ||||||
| Date Approved | 07/31/2020 | ||||||
| Primary Proj Number | DE015149416W1 | ||||||
| Project No. | STPM 3001(503) | ||||||
| Primary County | BULLITT | ||||||
| Name of Road | BEECH GROVE BYPASS (KY-1494) | ||||||
| Description | BEECH GROVE BYPASS (KY-1494) From KY 61 to Cundiff Lane | ||||||
| Date Let | 04/28/2017 | Formal Acceptance | 10/02/2018 | ||||
| Date Awarded | 05/09/2017 | Date Work Began | 05/24/2017 | ||||
| Date Contract Executed | 05/19/2017 | Open To Traffic | |||||
| Date NTP Issued | 05/19/2017 | Actual Completion Date | 12/21/2017 | ||||
| Current Contract Amount | $2,347,774.12 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,996,000.00 |
Total Earnings | $2,247,979.31 |
$2,213,779.80 |
$34,199.51 |
|
| Percent Complete | 95.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $99,794.81 |
Gross Earnings | $2,247,979.31 |
$2,213,779.80 |
$34,199.51 |
|
| Total Change Orders | $351,774.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,247,979.31 |
$2,213,779.80 |
$34,199.51 |
|||
| Contract Id | 171009 | Change Order Summary |
County | BULLITT | ||||||
| Estimate Nbr | 0020 | Project Number | STPM 3001(503) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 08/23/2019 TO 05/21/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material-Crushed Stone Base Override | Approved | 07/24/2017 | $0.00 | 0.0 | |||||
| 002 | Granular Embankment Overrun | Approved | 01/30/2018 | $351,774.12 | 31.0 | |||||
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 | 171009 | COMMONWEALTH OF KENTUCKY |
County | BULLITT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE015149416W1 | |||||||
| Estimate Nbr | 0020 | Period | 08/23/2019 TO 05/21/2020 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | 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 | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 8,198.00 | 8,198.000 | 12,320.710 | 12,320.710 | 18.00 | 221,772.78 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 86.00 | 86.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 63.75 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,371.00 | 5,371.000 | 220.630 | 220.630 | 49.95 | 11,020.46 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 956.00 | 956.000 | 6,163.690 | 6,163.690 | 49.95 | 307,876.31 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 838.00 | 838.000 | 0.000 | 0.000 | 63.75 | 0.00 | |||
| 0035 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 332.00 | 332.000 | 1,033.630 | 1,033.630 | 63.75 | 65,893.91 | |||
| 0040 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 647.00 | 647.000 | 509.620 | 509.620 | 76.00 | 38,731.12 | |||
| 8000 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -2,691.540 | -2,691.540 | 1.00 | -2,691.54 | |||
| 8020 | ASPHALT SEAL COAT | 00103 | TON | 0.00 | 6.960 | 3.960 | 3.960 | 850.00 | 3,366.00 | |||
| 8030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 50.000 | 35.640 | 35.640 | 90.00 | 3,207.60 | |||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 1,680.00 | 1,680.000 | 2,351.950 | 2,351.950 | 16.00 | 37,631.20 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0055 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 15.00 | 15.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0060 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0065 | ADJUST MANHOLE | 01792 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0070 | BARRIER HEADER CURB | 01880 | LF | 43.00 | 43.000 | 33.000 | 33.000 | 60.00 | 1,980.00 | |||
| 0075 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 44.00 | 44.000 | 60.000 | 60.000 | 8.00 | 480.00 | |||
| 0080 | BARRICADE-TYPE II | 02013 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
| 0090 | REMOVE PAVEMENT | 02091 | SQYD | 143.70 | 143.700 | 143.700 | 143.700 | 10.00 | 1,437.00 | |||
| 0095 | TEMP DITCH | 02159 | LF | 4,800.00 | 4,800.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0100 | GRANULAR EMBANKMENT | 02223 | CUYD | 22.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0105 | EMBANKMENT IN PLACE | 02230 | CUYD | 47,064.00 | 47,064.000 | 49,257.450 | 49,257.450 | 6.25 | 307,859.06 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,586.80 | 3,586.800 | 2,985.000 | 2,985.000 | 16.00 | 47,760.00 | |||
| 0115 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0130 | REMOVE GUARDRAIL | 02381 | LF | 418.00 | 418.000 | 475.000 | 475.000 | 2.00 | 950.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 125.00 | 2,625.00 | |||
| 0145 | WITNESS POST | 02432 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 65.00 | 325.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 84.80 | 84.800 | 219.500 | 219.500 | 30.00 | 6,585.00 | |||
| 0155 | CHANNEL LINING CLASS III | 02484 | TON | 84.00 | 84.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0160 | CLEARING AND GRUBBING 8 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 158.00 | 158.000 | 184.000 | 184.000 | 4.00 | 736.00 | |||
| 0170 | EDGE KEY | 02585 | LF | 131.50 | 131.500 | 88.000 | 88.000 | 30.00 | 2,640.00 | |||
| 0175 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 6,711.00 | 6,711.000 | 12,600.890 | 12,600.890 | 1.15 | 14,491.02 | |||
| 0180 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0190 | SHOULDER RUMBLE STRIPS | 02696 | LF | 5,425.00 | 5,425.000 | 0.000 | 0.000 | 0.88 | 0.00 | |||
| 0195 | TEMP SILT FENCE | 02701 | LF | 2,400.00 | 2,400.000 | 2,276.000 | 2,276.000 | 1.50 | 3,414.00 | |||
| 0200 | SILT TRAP TYPE A | 02703 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0205 | SILT TRAP TYPE B | 02704 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0210 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0215 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | SIDEWALK-4 IN CONCRETE (REVISED: 4-25-17) | 02720 | SQYD | 28.00 | 28.000 | 7.110 | 7.110 | 90.00 | 639.90 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 18,500.00 | 18,500.000 | 15,689.550 | 15,689.550 | 1.00 | 15,689.55 | |||
| 0245 | TEMP MULCH | 05952 | SQYD | 38,720.00 | 38,720.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0250 | INITIAL FERTILIZER | 05963 | TON | 0.70 | 0.700 | 0.350 | 0.350 | 1,250.00 | 437.50 | |||
| 0255 | 20-10-10 FERTILIZER | 05964 | TON | 1.20 | 1.200 | 0.250 | 0.250 | 1,250.00 | 312.50 | |||
| 0260 | SEEDING AND PROTECTION | 05985 | SQYD | 28,862.00 | 28,862.000 | 13,520.400 | 13,520.400 | 0.28 | 3,785.71 | |||
| 0265 | SODDING | 05990 | SQYD | 9,858.00 | 9,858.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0270 | AGRICULTURAL LIMESTONE | 05992 | TON | 14.00 | 14.000 | 10.875 | 10.875 | 210.00 | 2,283.75 | |||
| 0275 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 16,071.00 | 16,071.000 | 13,032.000 | 13,032.000 | 0.16 | 2,085.12 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 106.00 | 106.000 | 83.000 | 83.000 | 10.00 | 830.00 | |||
| 0285 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,391.00 | 1,391.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0290 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0295 | FUEL ADJUSTMENT | 10020NS | DOLL | 29,497.00 | 29,497.000 | -410.810 | 5,270.420 | 4,859.610 | 1.00 | -410.81 | 4,859.61 | |
| 0300 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 29,560.00 | 29,560.000 | -1,395.180 | 1,395.180 | 0.000 | 1.00 | -1,395.18 | 0.00 | |
| 0305 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,505.00 | 1,505.000 | 1,466.000 | 1,466.000 | 2.00 | 2,932.00 | |||
| 0310 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,456.00 | 1,456.000 | 101.330 | 101.330 | 2.00 | 202.66 | |||
| 0315 | PIPELINE INSPECTION | 24814EC | LF | 1,247.00 | 1,247.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 8010 | GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 4,411.720 | 4,411.720 | 4,411.720 | 75.12 | 331,408.40 | |||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0003 DRAINAGE | |||||||
| 0320 | ENTRANCE PIPE-15 IN | 00440 | LF | 81.00 | 81.000 | 109.000 | 109.000 | 50.00 | 5,450.00 | |||
| 0325 | ENTRANCE PIPE-18 IN | 00441 | LF | 32.00 | 32.000 | 32.000 | 32.000 | 60.00 | 1,920.00 | |||
| 0330 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 408.00 | 408.000 | 357.000 | 357.000 | 50.00 | 17,850.00 | |||
| 0335 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 40.00 | 3,000.00 | |||
| 0340 | CULVERT PIPE-15 IN | 00461 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 40.00 | 2,640.00 | |||
| 0345 | CULVERT PIPE-18 IN | 00462 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 55.00 | 3,795.00 | |||
| 0350 | CULVERT PIPE-24 IN | 00464 | LF | 226.00 | 226.000 | 226.000 | 226.000 | 60.00 | 13,560.00 | |||
| 0355 | CULVERT PIPE-60 IN | 00472 | LF | 137.00 | 137.000 | 137.000 | 137.000 | 180.00 | 24,660.00 | |||
| 0360 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 43.00 | 43.000 | 43.000 | 43.000 | 150.00 | 6,450.00 | |||
| 0365 | STORM SEWER PIPE-18 IN | 00522 | LF | 114.00 | 114.000 | 114.000 | 114.000 | 50.00 | 5,700.00 | |||
| 0370 | STORM SEWER PIPE-24 IN | 00524 | LF | 43.00 | 43.000 | 136.000 | 136.000 | 70.00 | 9,520.00 | |||
| 0375 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0380 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 0385 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0390 | REMOVE PIPE | 01310 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0395 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
| 0400 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0405 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0410 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0415 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0420 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,344.00 | 1,344.000 | 1,355.590 | 1,355.590 | 2.00 | 2,711.18 | |||
| 0425 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0430 | METAL END SECTION TY 3-24 IN-EQUIV | 22572NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 8040 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 12,149.71 | 12,149.71 | |||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0004 SIGNALIZATION | |||||||
| 0435 | CONDUIT-1 IN | 04792 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0440 | CONDUIT-1 1/4 IN | 04793 | LF | 45.00 | 45.000 | 29.500 | 29.500 | 8.00 | 236.00 | |||
| 0445 | CONDUIT-2 IN | 04795 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0450 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0455 | TRENCHING AND BACKFILLING | 04820 | LF | 55.00 | 55.000 | 26.000 | 26.000 | 10.00 | 260.00 | |||
| 0460 | LOOP WIRE | 04830 | LF | 1,960.00 | 1,960.000 | 2,080.000 | 2,080.000 | 4.00 | 8,320.00 | |||
| 0465 | CABLE-NO. 14/5C | 04844 | LF | 630.00 | 630.000 | 896.000 | 896.000 | 2.00 | 1,792.00 | |||
| 0470 | CABLE-NO. 14/1 PAIR | 04850 | LF | 960.00 | 960.000 | 1,168.000 | 1,168.000 | 1.00 | 1,168.00 | |||
| 0475 | MESSENGER-10800 LB | 04885 | LF | 310.00 | 310.000 | 340.000 | 340.000 | 7.00 | 2,380.00 | |||
| 0480 | LOOP SAW SLOT AND FILL | 04895 | LF | 755.00 | 755.000 | 712.000 | 712.000 | 1.00 | 712.00 | |||
| 0485 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,159.00 | 6,159.00 | |||
| 0490 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0495 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 0500 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0505 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 19.40 | 19.400 | 18.840 | 18.840 | 275.00 | 5,181.00 | |||
| 0510 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0005 WATERLINE | |||||||
| 0515 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 40.00 | 40.000 | 35.000 | 35.000 | 167.00 | 5,845.00 | |||
| 0520 | W FIRE HYDRANT REMOVE | 14021 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,630.00 | 4,890.00 | |||
| 0525 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 40.00 | 40.000 | 13.000 | 13.000 | 74.35 | 966.55 | |||
| 0530 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 1,335.00 | 1,335.000 | 22.000 | 1,324.000 | 1,346.000 | 73.25 | 1,611.50 | 98,594.50 | |
| 0535 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 1,720.00 | 1,720.000 | 1,603.000 | 1,603.000 | 95.85 | 153,647.55 | |||
| 0540 | W PIPE DUCTILE IRON 20 INCH | 14041 | LF | 55.00 | 55.000 | 42.000 | 42.000 | 101.55 | 4,265.10 | |||
| 0545 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 50.00 | 50.000 | 44.000 | 44.000 | 91.90 | 4,043.60 | |||
| 0550 | W PLUG EXISTING MAIN | 14074 | EACH | 7.00 | 7.000 | 1.000 | 5.000 | 6.000 | 1,372.00 | 1,372.00 | 8,232.00 | |
| 0555 | W TIE-IN 08 INCH (REVISED: 4-19-17) | 14095 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,905.00 | 8,715.00 | |||
| 0560 | W TIE-IN 12 INCH (REVISED: 4-19-17) | 14097 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,911.00 | 2,911.00 | |||
| 0565 | W TIE-IN 16 INCH | 14098 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,237.00 | 4,474.00 | |||
| 0570 | W TIE-IN 20 INCH | 14099 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,004.00 | 7,004.00 | |||
| 0575 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,698.00 | 1,698.00 | |||
| 0580 | W VALVE 12 INCH | 14108 | EACH | 5.00 | 5.000 | 2.000 | 3.000 | 5.000 | 2,511.00 | 5,022.00 | 12,555.00 | |
| 0585 | W VALVE 16 INCH | 14109 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,914.00 | 13,828.00 | |||
| 0590 | W FIRE HYDRANT ASSEMBLY INST | 14510 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,330.00 | 9,320.00 | |||
| 0595 | W SERVICE RELOCATE INST (REVISED: 4-19-17) | 14567 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 853.00 | 7,677.00 | |||
| 0600 | W SERVICE RELOCATE INST TRANSFER SERVICE, NOT RELOCATE | 14567 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 579.00 | 2,895.00 | |||
| 0605 | W SERVICE SPECIAL INST DISCONTINUE 3/4" LINE | 14572 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 442.00 | 442.00 | |||
| Project | DE015149416W1 | Fed/State Project Number | STPM 3001(503) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0610 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 89,005.43 | 89,005.43 | |||
| 0615 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 28,000.00 | 28,000.00 | 28,000.00 | |
| SUBTOT | $34,199.51 |
$2,247,979.27 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
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| SUBTOT | $0.00 |
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