|
Report_Id: 191038 Est NO 0006 |
Date:01/03/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191038 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11340) Morgan, Lonnie D. | ||||||
| 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 | 11/16/2019 TO 11/29/2019 | ||||||
| Date Approved | 12/09/2019 | ||||||
| Primary Proj Number | DE06303631923 | ||||||
| Project No. | FD04 SPP 063 0363 009-010 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | KEAVY-LONDON ROAD(KY-363) | ||||||
| Description | ADDRESS SAFETY, CAPACITY, AND ACCESS MANAGEMENT ON KY-363 FR OM KY-1006 TO KY-192 | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/02/2019 | Date Work Began | 09/10/2019 | ||||
| Date Contract Executed | 08/26/2019 | Open To Traffic | |||||
| Date NTP Issued | 08/19/2019 | Actual Completion Date | |||||
| Current Contract Amount | $3,582,173.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,582,173.60 |
Total Earnings | $769,954.53 |
$764,673.54 |
$5,280.99 |
|
| Percent Complete | 21.49 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,812,219.07 |
Gross Earnings | $769,954.53 |
$764,673.54 |
$5,280.99 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $769,954.53 |
$764,673.54 |
$5,280.99 |
|||
| Contract Id | 191038 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0006 | Project Number | FD04 SPP 063 0363 009-010 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/16/2019 TO 11/29/2019 | |||||||
| 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 | 191038 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE06303631923 | ||||||
| Estimate Nbr | 0006 | Period | 11/16/2019 TO 11/29/2019 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | 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 | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 6,202.00 | 6,202.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4,024.00 | 4,024.000 | 102.690 | 152.660 | 255.350 | 28.00 | 2,875.32 | 7,149.80 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 37.00 | 37.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 4.50 | 4.500 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,630.00 | 1,630.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 7,919.00 | 7,919.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,487.00 | 1,487.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0050 | JPC PAVEMENT-10 IN | 02069 | SQYD | 412.00 | 412.000 | 0.000 | 0.000 | 95.55 | 0.00 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,854.00 | 2,854.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0060 | PERFORATED PIPE-6 IN | 01001 | LF | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0065 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0070 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0080 | REMOVE PIPE | 01310 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 13.25 | 0.00 | |||
| 0085 | PLUG PIPE (& CAP 36" STORM SEWER) | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,275.00 | 0.00 | |||
| 0090 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0095 | STANDARD CURB AND GUTTER | 01810 | LF | 2,623.00 | 2,623.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0100 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 589.00 | 589.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 0105 | STANDARD HEADER CURB | 01875 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0110 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 425.00 | 425.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0125 | TEMP DITCH | 02159 | LF | 859.00 | 859.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0130 | CLEAN TEMP DITCH | 02160 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0135 | SPECIAL EXCAVATION - UNDERCUT | 02204 | CUYD | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0140 | EMBANKMENT IN PLACE | 02230 | CUYD | 38,750.00 | 38,750.000 | 13,910.000 | 13,910.000 | 15.05 | 209,345.50 | |||
| 0145 | WATER | 02242 | MGAL | 163.00 | 163.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0150 | REMOVE FENCE | 02265 | LF | 1,768.00 | 1,768.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0155 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0165 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 625.00 | 0.00 | |||
| 0170 | REMOVE GUARDRAIL | 02381 | LF | 664.00 | 664.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0175 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 134.00 | 134.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0195 | CLEARING AND GRUBBING (APPROX. 10.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 66,000.00 | 16,500.00 | |||
| 0200 | TEMPORARY SIGNS TEMPORARY | 02562 | SQFT | 352.00 | 352.000 | 192.000 | 192.000 | 10.25 | 1,968.00 | |||
| 0205 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 6,800.00 | 6,800.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0210 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 16,145.00 | 16,145.000 | 250.000 | 250.000 | 1.25 | 312.50 | |||
| 0215 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,078.00 | 1,078.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0220 | REMOVE HEADWALL | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 640.00 | 0.00 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 125,000.00 | 25,000.00 | |||
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0235 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,575.00 | 0.00 | |||
| 0240 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0245 | SAFELOADING | 02690 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0250 | TEMP SILT FENCE | 02701 | LF | 859.00 | 859.000 | 0.000 | 0.000 | 3.40 | 0.00 | |||
| 0255 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 10.000 | 250.00 | 1,250.00 | 2,500.00 | |
| 0265 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0275 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 2.000 | 0.000 | 2.000 | 50.00 | 100.00 | 100.00 | |
| 0280 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0285 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 35,000.00 | 7,000.00 | |||
| 0290 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0295 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,626.00 | 1,626.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0300 | TEMP MULCH | 05952 | SQYD | 30,944.00 | 30,944.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0305 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,208.00 | 23,208.000 | 7,037.780 | 0.000 | 7,037.780 | 0.15 | 1,055.66 | 1,055.66 | |
| 0310 | INITIAL FERTILIZER | 05963 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0315 | MAINTENANCE FERTILIZER | 05964 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0320 | SEEDING AND PROTECTION | 05985 | SQYD | 46,416.00 | 46,416.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0325 | SODDING | 05990 | SQYD | 1,283.00 | 1,283.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0330 | AGRICULTURAL LIMESTONE | 05992 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0335 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,670.00 | 15,670.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0340 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 16,906.00 | 16,906.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0345 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 226.00 | 226.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0350 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0355 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,080.00 | 1,080.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0365 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 9,306.00 | 9,306.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0385 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 37.00 | 37.000 | 37.000 | 37.000 | 60.00 | 2,220.00 | |||
| 0390 | FUEL ADJUSTMENT | 10020NS | DOLL | 26,083.00 | 26,083.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0395 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 43,146.00 | 43,146.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0400 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 15,670.00 | 15,670.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0405 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,464.00 | 1,464.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 0410 | R/W MONUMENT TYPE 3 | 24540 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0415 | R/W MONUMENT TYPE 3A | 24541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0420 | PIPELINE INSPECTION | 24814EC | LF | 600.00 | 600.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0003 DRAINAGE | |||||||
| 0425 | ENTRANCE PIPE-15 IN | 00440 | LF | 148.00 | 148.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0430 | ENTRANCE PIPE-24 IN | 00443 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0435 | CULVERT PIPE-24 IN | 00464 | LF | 161.00 | 161.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0440 | CULVERT PIPE-36 IN | 00468 | LF | 124.00 | 124.000 | 124.000 | 124.000 | 185.00 | 22,940.00 | |||
| 0445 | STORM SEWER PIPE-15 IN | 00521 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0450 | STORM SEWER PIPE-18 IN | 00522 | LF | 254.00 | 254.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0455 | STORM SEWER PIPE-42 IN | 00529 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0460 | STORM SEWER PIPE-48 IN | 00530 | LF | 474.00 | 474.000 | 67.000 | 67.000 | 185.00 | 12,395.00 | |||
| 0465 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0470 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0475 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,700.00 | 0.00 | |||
| 0480 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0485 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0490 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0495 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0500 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0505 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 21,000.00 | 0.00 | |||
| 0510 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0515 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0520 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,050.00 | 0.00 | |||
| 0525 | PAVED DITCH TYPE 1 | 02157 | SQYD | 187.00 | 187.000 | 0.000 | 0.000 | 104.00 | 0.00 | |||
| 0530 | CONCRETE-CLASS A | 08100 | CUYD | 57.90 | 57.900 | 66.030 | 66.030 | 685.00 | 45,230.55 | |||
| 0535 | STEEL REINFORCEMENT | 08150 | LB | 4,309.00 | 4,309.000 | 4,309.000 | 4,309.000 | 2.50 | 10,772.50 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0004 SIGNALIZATION | |||||||
| 0540 | CONDUIT-1 IN | 04792 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0545 | CONDUIT-1 1/4 IN | 04793 | LF | 810.00 | 810.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0550 | CONDUIT-2 IN | 04795 | LF | 380.00 | 380.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0555 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0560 | TRENCHING AND BACKFILLING | 04820 | LF | 1,081.00 | 1,081.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0565 | LOOP WIRE | 04830 | LF | 3,400.00 | 3,400.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0570 | CABLE-NO. 14/5C | 04844 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0575 | CABLE-NO. 14/1 PAIR | 04850 | LF | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0580 | MESSENGER-15400 LB | 04886 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0585 | LOOP SAW SLOT AND FILL | 04895 | LF | 960.00 | 960.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0590 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0595 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 0600 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0605 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0610 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0615 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0620 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0625 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 25.70 | 25.700 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0630 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0005 WATERLINE | |||||||
| 0635 | W CAP EXISTING MAIN 8" | 14003 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,583.65 | 7,918.25 | |||
| 0640 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 209.00 | 209.000 | 300.000 | 300.000 | 127.71 | 38,313.00 | |||
| 0645 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,873.57 | 9,747.14 | |||
| 0650 | W METER 1-1/2 INCH | 14026 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,927.21 | 2,927.21 | |||
| 0655 | W METER 3/4 INCH WITH BOX | 14028 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 638.57 | 4,469.99 | |||
| 0660 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 1,890.00 | 1,890.000 | 1,700.000 | 1,700.000 | 47.51 | 80,767.00 | |||
| 0665 | W PIPE PVC 02 INCH | 14056 | LF | 230.00 | 230.000 | 232.000 | 232.000 | 17.98 | 4,171.36 | |||
| 0670 | W TIE-IN 08 INCH | 14095 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,696.04 | 6,784.16 | |||
| 0675 | W VALVE 02 INCH | 14102 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 863.35 | 863.35 | |||
| 0680 | W VALVE 08 INCH | 14106 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 1,803.32 | 10,819.92 | |||
| 0685 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,590.05 | 0.00 | |||
| 0690 | W ENCASEMENT SPECIAL 2" PE TUBING | 14126 | LF | 79.00 | 79.000 | 79.000 | 79.000 | 66.41 | 5,246.39 | |||
| 0695 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,685.83 | 1,685.83 | |||
| 0700 | W SERV COPPER SHORT SIDE 1-1/2 IN | 14150 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 495.53 | 495.53 | |||
| 0705 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 434.23 | 2,605.38 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0006 SEWER | |||||||
| 0710 | S FORCE MAIN PVC 08 INCH | 15061 | LF | 1,639.00 | 1,639.000 | 1,753.000 | 1,753.000 | 28.50 | 49,960.50 | |||
| 0715 | S FORCE MAIN TIE-IN 08 INCH | 15075 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,725.00 | 3,450.00 | |||
| 0720 | S SPECIAL ITEM CUT, CAP, BLOCK 8" FORCE MAIN | 15120 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,520.00 | 3,040.00 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0007 UTILITY-MISC | |||||||
| 0725 | PAVE STRIPING-PERM PAINT-4 IN FIRST PRESBYTERIAN CHURCH PARKING LOT | 06514 | LF | 680.00 | 680.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0730 | SEAL COATING FIRST PRESBYTERIAN CHURCH PARKING LOT | 23957EX | SQYD | 1,475.00 | 1,475.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| Project | DE06303631923 | Fed/State Project Number | FD04 SPP 063 0363 009-010 | Category | 0008 MOBILIZATION &/OR DEMOBILIZATION | |||||||
| 0735 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 164,000.00 | 164,000.00 | |||
| 0740 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| SUBTOT | $5,280.98 |
$769,954.52 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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