|
Report_Id: 241302 Est NO 0001 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241302 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Cotton, Charlotte M. | ||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/24/2024 TO 05/30/2024 | ||||||
| Date Approved | 06/09/2024 | ||||||
| Primary Proj Number | DE02409112402 | ||||||
| Project No. | STP 6000 (226) | ||||||
| Primary County | CHRISTIAN | ||||||
| Name of Road | THOMPSONVILLE LANE (KY 911) | ||||||
| Description | WIDEN TO 3-LANES FROM DEPARTMENT OF DEFENSE RAILROAD TO KY 1 15 | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 05/29/2024 | ||||
| Date Contract Executed | 04/24/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/24/2024 | Actual Completion Date | |||||
| Current Contract Amount | $15,999,972.44 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,999,972.44 |
Total Earnings | $36,854.54 |
$0.00 |
$36,854.54 |
|
| Percent Complete | 0.23 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $15,963,117.90 |
Gross Earnings | $36,854.54 |
$0.00 |
$36,854.54 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $36,854.54 |
$0.00 |
$36,854.54 |
|||
| Contract Id | 241302 | Change Order Summary |
County | CHRISTIAN | ||||||
| Estimate Nbr | 0001 | Project Number | STP 6000 (226) | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | Period | 04/24/2024 TO 05/30/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 241302 | COMMONWEALTH OF KENTUCKY |
County | CHRISTIAN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02409112402 | ||||||
| Estimate Nbr | 0001 | Period | 04/24/2024 TO 05/30/2024 | |||||||
| Contractor | SCOTTY'S CONTRACTING & STONE LLC | |||||||||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | 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 | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 15,779.00 | 15,779.000 | 0.000 | 0.000 | 38.34 | 0.00 | |||
| 0010 | CRUSHED STONE BASE -TEMPORARY PAVEMENT | 00003 | TON | 215.00 | 215.000 | 0.000 | 0.000 | 41.79 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 30,214.00 | 30,214.000 | 0.000 | 0.000 | 39.41 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 11,941.00 | 11,941.000 | 0.000 | 0.000 | 93.06 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 -TEMPORARY PAVEMENT | 00212 | TON | 167.00 | 167.000 | 0.000 | 0.000 | 116.75 | 0.00 | |||
| 0030 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 176.10 | 0.00 | |||
| 0035 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,837.00 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 499.00 | 499.000 | 0.000 | 0.000 | 61.88 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.50B PG64-22 | 23362ES403 | TON | 2,734.00 | 2,734.000 | 0.000 | 0.000 | 131.88 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 27.00 | 27.000 | 0.000 | 0.000 | 1,139.24 | 0.00 | |||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0002 ROADWAY | |||||||
| 0055 | CAP CURB BOX INLET | 01634 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,590.00 | 0.00 | |||
| 0060 | STANDARD CURB AND GUTTER | 01810 | LF | 11,174.00 | 11,174.000 | 0.000 | 0.000 | 29.15 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 301.97 | 0.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 917.00 | 917.000 | 0.000 | 0.000 | 10.98 | 0.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 3,796.00 | 3,796.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 1,898.00 | 1,898.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 36,183.00 | 36,183.000 | 0.000 | 0.000 | 27.18 | 0.00 | |||
| 0090 | GRANULAR EMBANKMENT | 02223 | CUYD | 171.00 | 171.000 | 0.000 | 0.000 | 74.08 | 0.00 | |||
| 0095 | WATER | 02242 | MGAL | 718.00 | 718.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 250.69 | 0.00 | |||
| 0105 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 82.50 | 0.00 | |||
| 0110 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,368.59 | 0.00 | |||
| 0115 | CLEARING AND GRUBBING 23.116 ACRES | 02545 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 73,583.10 | 3,679.15 | 3,679.15 | |
| 0120 | TEMPORARY SIGNS | 02562 | SQFT | 240.00 | 240.000 | 0.000 | 0.000 | 10.93 | 0.00 | |||
| 0125 | EDGE KEY | 02585 | LF | 762.00 | 762.000 | 0.000 | 0.000 | 42.82 | 0.00 | |||
| 0130 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 74,696.00 | 74,696.000 | 0.000 | 0.000 | 2.58 | 0.00 | |||
| 0135 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 178.00 | 178.000 | 0.000 | 0.000 | 4.82 | 0.00 | |||
| 0140 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 10,970.00 | 10,970.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0145 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 408,034.00 | 0.00 | |||
| 0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 21,205.43 | 0.00 | |||
| 0155 | SAFELOADING | 02690 | CUYD | 18.00 | 18.000 | 0.000 | 0.000 | 322.81 | 0.00 | |||
| 0160 | TEMP SILT FENCE | 02701 | LF | 3,796.00 | 3,796.000 | 0.000 | 0.000 | 3.72 | 0.00 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 415.93 | 0.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 353.40 | 0.00 | |||
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 288.18 | 0.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 159.53 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 142.44 | 0.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 113.95 | 0.00 | |||
| 0195 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6,827.00 | 6,827.000 | 0.000 | 0.000 | 87.23 | 0.00 | |||
| 0200 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 165,926.25 | 0.00 | |||
| 0205 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,289.00 | 10,289.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0210 | TEMP MULCH | 05952 | SQYD | 74,588.00 | 74,588.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0215 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 55,941.00 | 55,941.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0220 | INITIAL FERTILIZER | 05963 | TON | 2.33 | 2.330 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0225 | MAINTENANCE FERTILIZER | 05964 | TON | 3.89 | 3.890 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0230 | SEEDING AND PROTECTION | 05985 | SQYD | 56,523.00 | 56,523.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 0235 | SODDING | 05990 | SQYD | 8,303.00 | 8,303.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0240 | AGRICULTURAL LIMESTONE | 05992 | TON | 46.56 | 46.560 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0245 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 41,242.00 | 41,242.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 0250 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0255 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 42,875.00 | 42,875.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0260 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 272.00 | 272.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0265 | PAVE MARKING-R/R XBUCKS 16 IN | 06563 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0270 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 294.00 | 294.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0275 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0285 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 942.00 | 942.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0290 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 585.00 | 585.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0295 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 103.00 | 103.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0300 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 432.00 | 432.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0305 | FUEL ADJUSTMENT | 10020NS | DOLL | 23,102.00 | 23,102.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0310 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 58,026.00 | 58,026.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0315 | TEMPORARY PIPE | 20166ES810 | LF | 321.00 | 321.000 | 0.000 | 0.000 | 189.31 | 0.00 | |||
| 0320 | SAW CUT | 20430ED | LF | 163.00 | 163.000 | 0.000 | 0.000 | 4.77 | 0.00 | |||
| 0325 | LONGITUDINAL EDGE KEY | 21289ED | LF | 915.00 | 915.000 | 0.000 | 0.000 | 17.37 | 0.00 | |||
| 0330 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 383.00 | 383.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0335 | PAVE MARK-THERM R/R ADVANCE WARN SYMBOL | 23756EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 0340 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 113.00 | 113.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0345 | PIPELINE INSPECTION | 24814EC | LF | 7,153.00 | 7,153.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0350 | PRECAST PANEL RAILROAD CROSSING | 26205ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 193,202.00 | 0.00 | |||
| 0355 | RAILROAD GATE ARM ASSEMBLY | 26206ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 285,233.00 | 0.00 | |||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0003 DRAINAGE | |||||||
| 0360 | ENTRANCE PIPE-15 IN | 00440 | LF | 125.00 | 125.000 | 0.000 | 0.000 | 153.37 | 0.00 | |||
| 0365 | ENTRANCE PIPE-18 IN | 00441 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 189.91 | 0.00 | |||
| 0370 | CULVERT PIPE-18 IN | 00462 | LF | 205.00 | 205.000 | 0.000 | 0.000 | 159.73 | 0.00 | |||
| 0375 | STORM SEWER PIPE-12 IN | 00520 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 175.36 | 0.00 | |||
| 0380 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,575.00 | 2,575.000 | 0.000 | 0.000 | 157.61 | 0.00 | |||
| 0385 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,958.00 | 2,958.000 | 0.000 | 0.000 | 162.72 | 0.00 | |||
| 0390 | STORM SEWER PIPE-24 IN | 00524 | LF | 698.00 | 698.000 | 0.000 | 0.000 | 183.39 | 0.00 | |||
| 0395 | STORM SEWER PIPE-30 IN | 00526 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 222.02 | 0.00 | |||
| 0400 | STORM SEWER PIPE-36 IN | 00528 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 338.31 | 0.00 | |||
| 0405 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 245.78 | 0.00 | |||
| 0410 | STORM SEWER PIPE-24 IN EQUIV | 00554 | LF | 236.00 | 236.000 | 0.000 | 0.000 | 228.01 | 0.00 | |||
| 0415 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 251.01 | 0.00 | |||
| 0420 | PERFORATED PIPE-4 IN | 01000 | LF | 743.00 | 743.000 | 0.000 | 0.000 | 45.54 | 0.00 | |||
| 0425 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 46.21 | 0.00 | |||
| 0430 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,590.00 | 0.00 | |||
| 0435 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,640.00 | 0.00 | |||
| 0440 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | |||
| 0445 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,960.00 | 0.00 | |||
| 0450 | PIPE CULVERT HEADWALL-30 IN EQUIV | 01211 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 0455 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
| 0460 | CURB BOX INLET TYPE A | 01456 | EACH | 76.00 | 76.000 | 0.000 | 0.000 | 7,750.00 | 0.00 | |||
| 0465 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0470 | DROP BOX INLET TYPE 3 MOD | 01497 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0475 | DROP BOX INLET TYPE 12A | 01550 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0480 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0485 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0490 | DROP BOX INLET TYPE 14 | 01577 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0495 | DROP BOX INLET TYPE 15 | 01580 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0500 | JUNCTION BOX-15 IN | 01641 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0505 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 78.00 | 78.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0510 | CHANNEL LINING CLASS II | 02483 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 121.96 | 0.00 | |||
| 0515 | CHANNEL LINING CLASS III | 02484 | TON | 418.00 | 418.000 | 0.000 | 0.000 | 129.55 | 0.00 | |||
| 0520 | SIDEWALK FLUME - | 24810ED | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0004 SEWER | |||||||
| 0525 | S ENCASEMENT STEEL BORED RANGE 2 | 15015 | LF | 222.00 | 222.000 | 0.000 | 0.000 | 595.00 | 0.00 | |||
| 0530 | S ENCASEMENT STEEL BORED RANGE 3 | 15016 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 915.00 | 0.00 | |||
| 0535 | S ENCASEMENT STEEL BORED RANGE 5 | 15018 | LF | 380.00 | 380.000 | 0.000 | 0.000 | 1,080.00 | 0.00 | |||
| 0540 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 14,740.00 | 0.00 | |||
| 0545 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 880.00 | 880.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0550 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 284.00 | 284.000 | 0.000 | 0.000 | 87.50 | 0.00 | |||
| 0555 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 2,692.00 | 2,692.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0560 | S FORCE MAIN TIE-IN 02 INCH | 15071 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,540.00 | 0.00 | |||
| 0565 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,480.00 | 0.00 | |||
| 0570 | S PIPE PVC 08 INCH | 15112 | LF | 216.00 | 216.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 0575 | S PIPE PVC 12 INCH | 15114 | LF | 4,162.00 | 4,162.000 | 0.000 | 0.000 | 192.00 | 0.00 | |||
| 0580 | S PIPE SPECIAL | 15118 | LF | 1,186.00 | 1,186.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 0585 | S PUMP STATION | 15119 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,070,275.00 | 0.00 | |||
| 0590 | S LINE MARKER | 15123 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0595 | S MANHOLE OVERSIZE | 15153 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 20,220.00 | 0.00 | |||
| 0600 | S FORCE MAIN SPECIAL INST | 15547 | LF | 306.00 | 306.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0605 | S MANHOLE INST | 15570 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 13,915.00 | 0.00 | |||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0005 WATERLINE | |||||||
| 0610 | W AIR RELEASE VALVE SPECIAL (02 INCH) | 14002 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 9,240.00 | 0.00 | |||
| 0615 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 845.00 | 0.00 | |||
| 0620 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 11,260.00 | 0.00 | |||
| 0625 | W FIRE HYDRANT REMOVE | 14021 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,280.00 | 0.00 | |||
| 0630 | W PIPE PVC 04 INCH | 14058 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0635 | W PIPE PVC 06 INCH | 14059 | LF | 306.00 | 306.000 | 0.000 | 0.000 | 87.50 | 0.00 | |||
| 0640 | W PIPE PVC 08 INCH | 14060 | LF | 6,468.00 | 6,468.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0645 | W PLUG EXISTING MAIN | 14074 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,305.00 | 0.00 | |||
| 0650 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,225.00 | 0.00 | |||
| 0655 | W SERV PE/PLST LONG SIDE 2 IN | 14079 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 9,605.00 | 0.00 | |||
| 0660 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,610.00 | 0.00 | |||
| 0665 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,345.00 | 0.00 | |||
| 0670 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,205.00 | 0.00 | |||
| 0675 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,725.00 | 0.00 | |||
| 0680 | W TIE-IN 04 INCH | 14093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,280.00 | 0.00 | |||
| 0685 | W TIE-IN 06 INCH | 14094 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,360.00 | 0.00 | |||
| 0690 | W TIE-IN 08 INCH | 14095 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,435.00 | 0.00 | |||
| 0695 | W VALVE 04 INCH | 14104 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0700 | W VALVE 06 INCH | 14105 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0705 | W VALVE 08 INCH | 14106 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 3,315.00 | 0.00 | |||
| Project | DE02409112402 | Fed/State Project Number | STP 6000 (226) | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0710 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 663,507.52 | 33,175.37 | 33,175.37 | |
| 0715 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 225,483.75 | 0.00 | |||
| SUBTOT | $36,854.53 |
$36,854.53 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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