|
Report_Id: 231337 Est NO 0007 |
Date:04/01/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231337 | Estimate Number | 0007 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Johnson, Tyler A | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 0 VC Code KY0029124 | |||||
| 460 SHORELAND DRIVE | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 02/24/2024 TO 03/08/2024 | ||||||
| Date Approved | 03/18/2024 | ||||||
| Primary Proj Number | DE05930002325 | ||||||
| Project No. | FD04 059 3000 000-001 | ||||||
| Primary County | KENTON | ||||||
| Name of Road | HOUSTON ROAD (CS 3000) | ||||||
| Description | EXTEND TO CINEMA PROPERTY | ||||||
| Date Let | 09/28/2023 | Formal Acceptance | |||||
| Date Awarded | 10/10/2023 | Date Work Began | 11/13/2023 | ||||
| Date Contract Executed | 10/30/2023 | Open To Traffic | |||||
| Date NTP Issued | 10/30/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,956,045.96 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,956,045.96 |
Total Earnings | $458,480.60 |
$420,434.42 |
$38,046.18 |
|
| Percent Complete | 20.89 |
Stockpiled Materials | $159,140.51 |
$159,140.51 |
$0.00 |
|
| Funds Available | $2,338,424.85 |
Gross Earnings | $617,621.11 |
$579,574.93 |
$38,046.18 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $617,621.11 |
$579,574.93 |
$38,046.18 |
|||
| Contract Id | 231337 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0007 | Project Number | FD04 059 3000 000-001 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 02/24/2024 TO 03/08/2024 | |||||||
| 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 | 231337 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05930002325 | ||||||
| Estimate Nbr | 0007 | Period | 02/24/2024 TO 03/08/2024 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | 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 | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,605.00 | 6,605.000 | 0.000 | 0.000 | 37.42 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 9,914.00 | 9,914.000 | 0.000 | 0.000 | 6.79 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.13 | 5.130 | 0.000 | 0.000 | 214.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 0.62 | 0.620 | 0.000 | 0.000 | 2,140.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG76-22 | 00194 | TON | 302.00 | 302.000 | 0.000 | 0.000 | 133.75 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,303.00 | 1,303.000 | 0.000 | 0.000 | 99.51 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 1,110.00 | 1,110.000 | 0.000 | 0.000 | 105.93 | 0.00 | |||
| 0040 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 107.00 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 160.50 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 805.00 | 805.000 | 0.000 | 0.000 | 126.26 | 0.00 | |||
| 0055 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 5.70 | 5.700 | 0.000 | 0.000 | 1.07 | 0.00 | |||
| 0060 | ASPHALT CURING SEAL | 00358 | TON | 9.90 | 9.900 | 0.000 | 0.000 | 1,070.00 | 0.00 | |||
| 0065 | CEMENT | 02542 | TON | 185.00 | 185.000 | 0.000 | 0.000 | 283.55 | 0.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,420.00 | 0.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 349.00 | 349.000 | 0.000 | 0.000 | 21.40 | 0.00 | |||
| 0080 | SAND FOR BLOTTER | 02702 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 53.50 | 0.00 | |||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0002 ROADWAY | |||||||
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 330.00 | 330.000 | 73.420 | 73.420 | 34.66 | 2,544.73 | |||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 3,490.00 | 3,490.000 | 0.000 | 0.000 | 29.08 | 0.00 | |||
| 0095 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 92.00 | 92.000 | 0.000 | 0.000 | 132.50 | 0.00 | |||
| 0100 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 15.79 | 0.00 | |||
| 0105 | TEMP DITCH | 02159 | LF | 860.00 | 860.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0110 | CLEAN TEMP DITCH | 02160 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | ROADWAY EXCAVATION | 02200 | CUYD | 5,945.00 | 5,945.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0120 | GRANULAR EMBANKMENT | 02223 | CUYD | 350.00 | 350.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 0125 | WATER | 02242 | MGAL | 172.00 | 172.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 475.00 | 475.000 | 0.000 | 0.000 | 40.19 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,268.27 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 189.80 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 50.69 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 124.00 | 124.000 | 0.000 | 0.000 | 57.84 | 0.00 | |||
| 0155 | CLEARING AND GRUBBING - | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 115,000.00 | 115,000.00 | |||
| 0160 | CONCRETE-CLASS B | 02555 | CUYD | 21.00 | 21.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0165 | TEMPORARY SIGNS | 02562 | SQFT | 54.00 | 54.000 | 54.000 | 54.000 | 18.00 | 972.00 | |||
| 0170 | EDGE KEY | 02585 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,189.00 | 1,189.000 | 0.000 | 0.000 | 3.17 | 0.00 | |||
| 0180 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,050.00 | 1,050.000 | 372.000 | 372.000 | 2.98 | 1,108.56 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.160 | 0.160 | 40,000.00 | 6,400.00 | |||
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0195 | SAFELOADING | 02690 | CUYD | 66.40 | 66.400 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 860.00 | 860.000 | 136.000 | 136.000 | 4.41 | 599.76 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 350.00 | 1,750.00 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0235 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 887.00 | 887.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.160 | 0.160 | 75,000.00 | 12,000.00 | |||
| 0245 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0250 | EROSION CONTROL BLANKET | 05950 | SQYD | 605.00 | 605.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 0255 | TEMP MULCH | 05952 | SQYD | 12,390.00 | 12,390.000 | 9,680.000 | 9,680.000 | 0.32 | 3,097.60 | |||
| 0260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 9,300.00 | 9,300.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0265 | INITIAL FERTILIZER | 05963 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1,104.24 | 0.00 | |||
| 0270 | MAINTENANCE FERTILIZER | 05964 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1,104.24 | 0.00 | |||
| 0275 | SEEDING AND PROTECTION | 05985 | SQYD | 17,995.00 | 17,995.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0280 | SODDING | 05990 | SQYD | 1,432.00 | 1,432.000 | 0.000 | 0.000 | 6.33 | 0.00 | |||
| 0285 | AGRICULTURAL LIMESTONE | 05992 | TON | 11.60 | 11.600 | 0.000 | 0.000 | 104.86 | 0.00 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 6,880.00 | 6,880.000 | 0.000 | 0.000 | 0.26 | 0.00 | |||
| 0295 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 9,024.00 | 9,024.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 0300 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 307.00 | 307.000 | 0.000 | 0.000 | 6.42 | 0.00 | |||
| 0305 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 12.84 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 144.45 | 0.00 | |||
| 0315 | INLAID PAVEMENT MARKER-MW MONO DIRECTION WHITE | 06610 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 90.95 | 0.00 | |||
| 0320 | INLAID PAVEMENT MARKER-BY BI DIRECTION YELLOW | 06612 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 90.95 | 0.00 | |||
| 0325 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,508.26 | 0.00 | |||
| 0330 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,247.00 | 11,247.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 13,903.00 | 13,903.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0340 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 97.37 | 0.00 | |||
| 0345 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,530.00 | 2,530.000 | 0.000 | 0.000 | 5.35 | 0.00 | |||
| 0350 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 50.00 | 50.000 | 0.000 | 0.000 | 69.55 | 0.00 | |||
| 0355 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 690.00 | 690.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0360 | R/W MONUMENT TYPE 3 | 24540 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 220.79 | 0.00 | |||
| 0365 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 353.66 | 0.00 | |||
| 0370 | PIPELINE INSPECTION | 24814EC | LF | 1,215.00 | 1,215.000 | 0.000 | 0.000 | 2.41 | 0.00 | |||
| 0375 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0003 DRAINAGE | |||||||
| 0380 | STORM SEWER PIPE-15 IN | 00521 | LF | 292.00 | 292.000 | 0.000 | 0.000 | 64.66 | 0.00 | |||
| 0385 | STORM SEWER PIPE-18 IN | 00522 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 72.55 | 0.00 | |||
| 0390 | STORM SEWER PIPE-24 IN | 00524 | LF | 539.00 | 539.000 | 0.000 | 0.000 | 82.55 | 0.00 | |||
| 0395 | STORM SEWER PIPE-30 IN | 00526 | LF | 263.00 | 263.000 | 0.000 | 0.000 | 107.72 | 0.00 | |||
| 0400 | STORM SEWER PIPE-36 IN | 00528 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 112.78 | 0.00 | |||
| 0405 | PERFORATED PIPE-6 IN | 01001 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 26.41 | 0.00 | |||
| 0410 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 6.00 | 6.000 | 0.000 | 0.000 | 26.41 | 0.00 | |||
| 0415 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.60 | 0.00 | |||
| 0420 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,311.20 | 0.00 | |||
| 0425 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,216.80 | 0.00 | |||
| 0430 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,327.40 | 0.00 | |||
| 0435 | CURB BOX INLET TYPE A | 01456 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 4,933.00 | 0.00 | |||
| 0440 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,535.00 | 0.00 | |||
| 0445 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,012.00 | 0.00 | |||
| 0450 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,769.00 | 0.00 | |||
| 0455 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,046.30 | 0.00 | |||
| 0460 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 2,472.00 | 2,472.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0004 BRIDGE | |||||||
| 0465 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 82.20 | 82.200 | 82.200 | 82.200 | 125.00 | 10,275.00 | |||
| 0470 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 122.00 | 122.000 | 25.840 | 25.840 | 85.00 | 2,196.40 | |||
| 0475 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0480 | CONCRETE-CLASS A | 08100 | CUYD | 209.80 | 209.800 | 31.750 | 98.420 | 130.170 | 1,057.36 | 33,571.18 | 137,636.55 | |
| 0485 | STEEL REINFORCEMENT | 08150 | LB | 33,302.00 | 33,302.000 | 2,500.000 | 7,500.000 | 10,000.000 | 1.79 | 4,475.00 | 17,900.00 | |
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0005 SEWER | |||||||
| 0490 | S LATERAL SPECIAL | 15091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0495 | S MANHOLE | 15092 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0500 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0505 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0510 | S MANHOLE CASTING STANDARD | 15095 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0515 | S PIPE DUCTILE IRON 08 INCH | 15104 | LF | 44.60 | 44.600 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0006 WATERLINE | |||||||
| 0520 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,925.00 | 0.00 | |||
| 0525 | W FIRE HYDRANT RELOCATE | 14020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,204.57 | 0.00 | |||
| 0530 | W METER RELOCATE | 14030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,135.00 | 0.00 | |||
| 0535 | W PIPE DUCTILE IRON 04 INCH | 14035 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 109.40 | 0.00 | |||
| 0540 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 93.39 | 0.00 | |||
| 0545 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 252.00 | 252.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0550 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 1,717.00 | 1,717.000 | 0.000 | 0.000 | 153.41 | 0.00 | |||
| 0555 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 23.00 | 23.000 | 0.000 | 0.000 | 377.50 | 0.00 | |||
| 0560 | W TIE-IN 04 INCH | 14093 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0565 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0570 | W TIE-IN 08 INCH | 14095 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0575 | W TIE-IN 12 INCH | 14097 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0580 | W TIE-IN 16 INCH | 14098 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0585 | W VALVE 04 INCH | 14104 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,260.74 | 0.00 | |||
| 0590 | W VALVE 06 INCH | 14105 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,470.76 | 0.00 | |||
| 0595 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,546.19 | 0.00 | |||
| 0600 | W VALVE 12 INCH | 14108 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4,550.77 | 0.00 | |||
| 0605 | W SERV COPPER SHORT SIDE 1 IN | 14149 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| Project | DE05930002325 | Fed/State Project Number | FD04 059 3000 000-001 | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0610 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 137,000.00 | 137,000.00 | |||
| 0615 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,661.31 | 0.00 | |||
| SUBTOT | $38,046.18 |
$458,480.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0380-1-0I |
STORM SEWER PIPE-15 IN | FT |
292.00 | 0004 | $9.760000 | $2,706.82 | ||||||
0385-1-0I |
STORM SEWER PIPE-18 IN | FT |
297.00 | 0004 | $14.190000 | $4,002.83 | ||||||
0390-1-0I |
STORM SEWER PIPE-24 IN | FT |
539.00 | 0004 | $21.380000 | $10,946.29 | ||||||
0395-1-0I |
STORM SEWER PIPE-30 IN | FT |
263.00 | 0004 | $34.600000 | $8,644.89 | ||||||
0400-1-0I |
STORM SEWER PIPE-36 IN | FT |
170.00 | 0004 | $42.830000 | $6,916.88 | ||||||
0535-1-0I |
W PIPE DUCTILE IRON 04 INCH | FT |
20.00 | 0004 | $35.320000 | $671.02 | ||||||
0540-1-0I |
W PIPE DUCTILE IRON 06 INCH | FT |
67.00 | 0004 | $32.420000 | $2,063.46 | ||||||
0545-1-0I |
W PIPE DUCTILE IRON 08 INCH | FT |
252.00 | 0004 | $42.910000 | $10,272.04 | ||||||
0550-1-0I |
W PIPE DUCTILE IRON 12 INCH | FT |
1,717.00 | 0004 | $68.140000 | $111,139.93 | ||||||
0555-1-0I |
W PIPE DUCTILE IRON 16 INCH | FT |
23.00 | 0004 | $81.300000 | $1,776.35 | ||||||
| SUBTOT | $159,140.51 |
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