|
Report_Id: 231103 Est NO 0001 |
Date:11/13/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231103 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11360) Smith, Cecil W | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/01/2023 TO 10/20/2023 | ||||||
| Date Approved | 10/29/2023 | ||||||
| Primary Proj Number | DE11807272303 | ||||||
| Project No. | FD04 118 0727 001-002 | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | FIFTH STREET (KY 727) | ||||||
| Description | CONSTRUCT ROUNDABOUT AT CROSSROADS ADJACENT TO CORBIN PRIMAR Y SCHOOL | ||||||
| Date Let | 06/22/2023 | Formal Acceptance | |||||
| Date Awarded | 06/30/2023 | Date Work Began | |||||
| Date Contract Executed | 07/13/2023 | Open To Traffic | |||||
| Date NTP Issued | 08/01/2023 | Actual Completion Date | |||||
| Current Contract Amount | $3,888,208.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,888,208.00 |
Total Earnings | $487,785.36 |
$0.00 |
$487,785.36 |
|
| Percent Complete | 12.55 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $3,400,422.64 |
Gross Earnings | $487,785.36 |
$0.00 |
$487,785.36 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $487,785.36 |
$0.00 |
$487,785.36 |
|||
| Contract Id | 231103 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0001 | Project Number | FD04 118 0727 001-002 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 08/01/2023 TO 10/20/2023 | |||||||
| 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 | 231103 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE11807272303 | ||||||
| Estimate Nbr | 0001 | Period | 08/01/2023 TO 10/20/2023 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | 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 | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 8,194.00 | 8,194.000 | 0.000 | 0.000 | 38.50 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 13,445.00 | 13,445.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 26.00 | 26.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,000.00 | 1,000.000 | 196.680 | 0.000 | 196.680 | 37.00 | 7,277.16 | 7,277.16 | |
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,137.00 | 2,137.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 919.00 | 919.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0055 | JPC PAVEMENT-9 IN | 02073 | SQYD | 1,139.00 | 1,139.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0060 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 514.00 | 514.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0065 | CEMENT | 02542 | TON | 266.00 | 266.000 | 0.000 | 0.000 | 305.00 | 0.00 | |||
| 0070 | SAND FOR BLOTTER | 02702 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0075 | CL2 ASPH BASE CK PG64-22 | 24903EC | TON | 2,704.00 | 2,704.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 800.00 | 800.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0090 | PERFORATED PIPE-4 IN | 01000 | LF | 1,357.00 | 1,357.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 0095 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 349.00 | 349.000 | 0.000 | 0.000 | 21.75 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0105 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 1,428.00 | 1,428.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0115 | BARRICADE-TYPE III | 02014 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 287.00 | 0.00 | |||
| 0120 | ROADWAY EXCAVATION | 02200 | CUYD | 16,734.00 | 16,734.000 | 7,584.000 | 0.000 | 7,584.000 | 37.00 | 280,608.00 | 280,608.00 | |
| 0125 | WATER | 02242 | MGAL | 480.00 | 480.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0135 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0145 | CHANNEL LINING CLASS II | 02483 | TON | 138.00 | 138.000 | 0.000 | 0.000 | 52.75 | 0.00 | |||
| 0150 | CHANNEL LINING CLASS III | 02484 | TON | 107.00 | 107.000 | 0.000 | 0.000 | 58.50 | 0.00 | |||
| 0155 | CLEARING AND GRUBBING APPROX. 6.2 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,000.00 | 0.00 | |||
| 0160 | TEMPORARY SIGNS | 02562 | SQFT | 700.00 | 700.000 | 160.000 | 0.000 | 160.000 | 18.00 | 2,880.00 | 2,880.00 | |
| 0165 | EDGE KEY | 02585 | LF | 201.00 | 201.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0170 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 2,300.00 | 2,300.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0175 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 1,599.00 | 1,599.000 | 1,987.000 | 0.000 | 1,987.000 | 2.10 | 4,172.70 | 4,172.70 | |
| 0180 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,217.00 | 1,217.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 110,000.00 | 0.00 | |||
| 0190 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,872.50 | 0.00 | |||
| 0195 | TEMP SILT FENCE | 02701 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0200 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 1.000 | 0.000 | 1.000 | 225.00 | 225.00 | 225.00 | |
| 0205 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 4.000 | 0.000 | 4.000 | 255.00 | 1,020.00 | 1,020.00 | |
| 0210 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 218.00 | 0.00 | |||
| 0215 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 62.17 | 0.00 | |||
| 0220 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 61.95 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 78.97 | 0.00 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0235 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,063.00 | 1,063.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0240 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 7,735.00 | 7,735.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0245 | INITIAL FERTILIZER | 05963 | TON | 0.80 | 0.800 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0250 | MAINTENANCE FERTILIZER | 05964 | TON | 0.50 | 0.500 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0255 | SEEDING AND PROTECTION | 05985 | SQYD | 14,406.00 | 14,406.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0260 | AGRICULTURAL LIMESTONE | 05992 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0265 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 228.00 | 228.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0270 | STEEL POST TYPE 1 | 06410 | LF | 384.00 | 384.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0275 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 5,083.00 | 5,083.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0280 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 5,081.00 | 5,081.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0285 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 679.00 | 679.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0290 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 544.00 | 544.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0295 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 813.00 | 813.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0300 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 73.00 | 73.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0305 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0310 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0315 | CONCRETE-CLASS A | 08100 | CUYD | 4.71 | 4.710 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT | 08150 | LB | 38.00 | 38.000 | 0.000 | 0.000 | 3.85 | 0.00 | |||
| 0325 | FUEL ADJUSTMENT | 10020NS | DOLL | 16,110.00 | 16,110.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0330 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 22,519.00 | 22,519.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | SAWCUT PAVEMENT | 20550ND | LF | 460.00 | 460.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0340 | LONGITUDINAL EDGE KEY | 21289ED | LF | 81.00 | 81.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0345 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 48.00 | 48.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0350 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,549.00 | 1,549.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0355 | ISLAND CURB AND GUTTER(MODIFIED) | 24261EC | LF | 1,552.00 | 1,552.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0360 | BARCODE SIGN INVENTORY | 24631EC | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0365 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 125.00 | 125.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0003 DRAINAGE | |||||||
| 0370 | ENTRANCE PIPE-15 IN | 00440 | LF | 152.00 | 152.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0375 | ENTRANCE PIPE-18 IN | 00441 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0380 | CULVERT PIPE-18 IN | 00462 | LF | 284.00 | 284.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0385 | STORM SEWER PIPE-15 IN | 00521 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0390 | STORM SEWER PIPE-18 IN | 00522 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0395 | STORM SEWER PIPE-24 IN | 00524 | LF | 248.00 | 248.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0400 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0405 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,985.00 | 0.00 | |||
| 0410 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0415 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0420 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0004 LIGHTING | |||||||
| 0425 | POLE 40 FT MTG HT | 04701 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0430 | BRACKET 6 FT | 04721 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0435 | BRACKET 10 FT | 04723 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0440 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0445 | POLE BASE | 04740 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0450 | TRANSFORMER BASE | 04750 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0455 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 24,917.75 | 0.00 | |||
| 0460 | FUSED CONNECTOR KIT | 04780 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0465 | TRENCHING AND BACKFILLING | 04820 | LF | 1,275.00 | 1,275.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0470 | WIRE-NO. 12 | 04832 | LF | 1,875.00 | 1,875.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0475 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0480 | BORE AND JACK CONDUIT | 21543EN | LF | 325.00 | 325.000 | 0.000 | 0.000 | 27.57 | 0.00 | |||
| 0485 | WIRE-NO. 10 | 23778EC | LF | 5,250.00 | 5,250.000 | 0.000 | 0.000 | 1.51 | 0.00 | |||
| 0490 | LED LUMINAIRE | 24589ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0495 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,275.00 | 1,275.000 | 0.000 | 0.000 | 2.92 | 0.00 | |||
| 0500 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 330.00 | 330.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0005 SEWER | |||||||
| 0505 | S ENCASEMENT STEEL OPEN CUT RANGE 4 (16") REV. 6-15-23 | 15023 | LF | 374.00 | 374.000 | 225.000 | 0.000 | 225.000 | 258.00 | 58,050.00 | 58,050.00 | |
| 0510 | S FORCE MAIN AIR RLS/VAC VLV 02 IN (COMBINATION SEWAGE AIR/VACUUM RELEASE) | 15026 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,270.00 | 0.00 | |||
| 0515 | S FORCE MAIN PVC 08 INCH (DR-21) REV. 6-15-23 | 15061 | LF | 1,151.00 | 1,151.000 | 730.000 | 0.000 | 730.000 | 75.25 | 54,932.50 | 54,932.50 | |
| 0520 | S FORCE MAIN TIE-IN 08 INCH REV 6-15-23 | 15075 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 3,300.00 | 6,600.00 | 6,600.00 | |
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0006 WATERLINE | |||||||
| 0525 | W CAP EXISTING MAIN (2") | 14003 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0530 | W CAP EXISTING MAIN (6") | 14003 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,425.00 | 0.00 | |||
| 0535 | W CAP EXISTING MAIN (8") | 14003 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,525.00 | 0.00 | |||
| 0540 | W ENCASEMENT STEEL OPEN CUT RANGE 1 (6") | 14012 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0545 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (12") | 14014 | LF | 156.00 | 156.000 | 200.000 | 0.000 | 200.000 | 225.00 | 45,000.00 | 45,000.00 | |
| 0550 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7,260.00 | 0.00 | |||
| 0555 | W PIPE PVC 02 INCH (DR-17) | 14056 | LF | 571.00 | 571.000 | 310.000 | 0.000 | 310.000 | 42.00 | 13,020.00 | 13,020.00 | |
| 0560 | W PIPE PVC 06 INCH (C900) REV. 6-15-23 | 14059 | LF | 1,214.00 | 1,214.000 | 200.000 | 0.000 | 200.000 | 70.00 | 14,000.00 | 14,000.00 | |
| 0565 | W PIPE PVC 08 INCH (C900) | 14060 | LF | 434.00 | 434.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 0570 | W TAPPING SLEEVE AND VALVE SIZE 1 (TIE TO EX. 2" WET TAP) | 14089 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,950.00 | 0.00 | |||
| 0575 | W TAPPING SLEEVE AND VALVE SIZE 1 (TIE TO EX. 6" WET TAP) | 14089 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 0580 | W TAPPING SLEEVE AND VALVE SIZE 1 (TIE TO EX. 8" WET TAP) | 14089 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,700.00 | 0.00 | |||
| 0585 | W VALVE 02 INCH (GATE) | 14102 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0590 | W VALVE 06 INCH (GATE) | 14105 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0595 | W VALVE 08 INCH (GATE) | 14106 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,725.00 | 0.00 | |||
| 0600 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0605 | W BLOWOFF ASSEMBLY (2" VALVE) | 14158 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,450.00 | 0.00 | |||
| 0610 | W LINE STOP SIZE 1 (2" INSERTION VALVE) | 14163 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0615 | W LINE STOP SIZE 1 (6" INSERTION VALVE) | 14163 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 6,310.00 | 0.00 | |||
| 0620 | W LINE STOP SIZE 1 (8" INSERTION VALVE) | 14163 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,750.00 | 0.00 | |||
| 0635 | W METER RELOCATE ADDED 6-15-23 | 14030 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| Project | DE11807272303 | Fed/State Project Number | FD04 118 0727 001-002 | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0625 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 145,000.00 | 0.00 | |||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 54,748.00 | 0.00 | |||
| SUBTOT | $487,785.36 |
$487,785.36 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
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| SUBTOT | $0.00 |
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