|
ContID 261121 EST NO 0001 |
Date:07/08/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 261121 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent T. | ||||||
| Contractor | STANDAFER BUILDERS INC | MARS ADDR SN 0 | |||||
| P O BOX 247 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 06/03/2026 TO 06/30/2026 | ||||||
| Date Approved | 07/08/2026 | ||||||
| Primary Proj Number | DE067NEW22621 | ||||||
| Project No. | EK57 067 NEW ROUTE 000-001, EK57 067 NEW ROUTE 000-002 | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | GRANDVIEW NEIGHBORHOOD | ||||||
| Description | EASTERN KY FLOOD RELIEF HOUSING DEVELOPMENT @ GRANDVIEW | ||||||
| Date Let | 05/21/2026 | Formal Acceptance | |||||
| Date Awarded | 05/27/2026 | Date Work Began | 06/15/2026 | ||||
| Date Contract Executed | 06/03/2026 | Open To Traffic | |||||
| Date NTP Issued | 06/03/2026 | Actual Completion Date | |||||
| Current Contract Amount | $8,919,145.40 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,919,145.40 |
Total Earnings | $299,545.78 |
$0.00 |
$299,545.78 |
|
| Percent Complete | 3.36 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $8,619,599.62 |
Gross Earnings | $299,545.78 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $299,545.78 |
$0.00 |
299,545.78 |
|||
| Contract Id | 261121 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0001 | Project Number | EK57 067 NEW ROUTE 000-001, EK57 067 NEW ROUTE 000-002 | |||||||
| Contractor | STANDAFER BUILDERS INC | Period | 06/03/2026 TO 06/30/2026 | |||||||
| 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 | 261121 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE067NEW22621 | ||||||
| Estimate Nbr | 0001 | Period | 06/03/2026 TO 06/30/2026 | |||||||
| Contractor | STANDAFER BUILDERS INC | |||||||||
| Project | DE0670NEW2621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-001 | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | CRUSHED STONE BASE | 00003 | TON | 7,969.00 | 7,969.000 | 0.000 | 0.000 | 38.95 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 8.60 | 8.600 | 0.000 | 0.000 | 225.10 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 10.30 | 10.300 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,675.00 | 4,675.000 | 0.000 | 0.000 | 149.20 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,149.00 | 1,149.000 | 0.000 | 0.000 | 159.50 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 9.80 | 9.800 | 0.000 | 0.000 | 885.00 | 0.00 | |||
| Project | DE0670NEW2621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-001 | Category | 0002 ROADWAY | |||||||
| 0035 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0040 | PERFORATED PIPE-4 IN | 01000 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0045 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 165.00 | 165.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0050 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0055 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0060 | DELINEATOR FOR G/R BI DIRECTIONAL WHITE | 01987 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 13.83 | 0.00 | |||
| 0065 | TEMP DITCH | 02159 | LF | 2,230.00 | 2,230.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0070 | CLEAN TEMP DITCH | 02160 | LF | 1,115.00 | 1,115.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0075 | ROADWAY EXCAVATION | 02200 | CUYD | 244,492.00 | 244,492.000 | 0.000 | 0.000 | 4.07 | 0.00 | |||
| 0080 | WATER | 02242 | MGAL | 63.00 | 63.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0085 | G/R-W BEAM-S FACE TL-3 | 02351 | LF | 1,112.50 | 1,112.500 | 0.000 | 0.000 | 32.89 | 0.00 | |||
| 0090 | G/R END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,729.02 | 0.00 | |||
| 0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 177.25 | 0.00 | |||
| 0100 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0105 | CLEARING AND GRUBBING 19.4 AC | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0110 | EDGE KEY | 02585 | LF | 167.00 | 167.000 | 0.000 | 0.000 | 54.25 | 0.00 | |||
| 0115 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,835.00 | 1,835.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 25,000.00 | 1,250.00 | 1,250.00 | |
| 0125 | TEMP SILT FENCE | 02701 | LF | 2,230.00 | 2,230.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0130 | SILT TRAP TYPE A | 02703 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0135 | SILT TRAP TYPE B | 02704 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0140 | SILT TRAP TYPE C | 02705 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0145 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0160 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0165 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,386.00 | 1,386.000 | 0.000 | 0.000 | 2.29 | 0.00 | |||
| 0170 | TEMP MULCH | 05952 | SQYD | 93,800.00 | 93,800.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0175 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 46,900.00 | 46,900.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0180 | INITIAL FERTILIZER | 05963 | TON | 3.42 | 3.420 | 0.000 | 0.000 | 1,625.95 | 0.00 | |||
| 0185 | MAINTENANCE FERTILIZER | 05964 | TON | 2.05 | 2.050 | 0.000 | 0.000 | 1,623.94 | 0.00 | |||
| 0190 | SEEDING AND PROTECTION | 05985 | SQYD | 66,200.00 | 66,200.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0195 | AGRICULTURAL LIMESTONE | 05992 | TON | 41.00 | 41.000 | 0.000 | 0.000 | 76.21 | 0.00 | |||
| 0200 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,910.00 | 17,910.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0205 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0210 | FUEL ADJUSTMENT | 10020NS | DOLL | 61,708.00 | 61,708.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0215 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 23,668.00 | 23,668.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 23.35 | 0.00 | |||
| 0225 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 14.50 | 14.500 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0230 | EARTH REFILL | 21694EN | CUYD | 14,201.00 | 14,201.000 | 0.000 | 0.000 | 4.62 | 0.00 | |||
| 0235 | GEOMEMBRANE LINER | 21843EN | SQYD | 3,100.00 | 3,100.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0240 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,564.00 | 2,564.000 | 0.000 | 0.000 | 10.37 | 0.00 | |||
| 0245 | BARCODE SIGN INVENTORY | 24631EC | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 34.82 | 0.00 | |||
| 0250 | PIPELINE INSPECTION | 24814EC | LF | 414.00 | 414.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0255 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0260 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| Project | DE0670NEW2621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-001 | Category | 0003 DRAINAGE | |||||||
| 0265 | CULVERT PIPE-24 IN | 00464 | LF | 219.00 | 219.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0270 | CULVERT PIPE-30 IN | 00466 | LF | 112.00 | 112.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0275 | CULVERT PIPE-36 IN | 00468 | LF | 83.00 | 83.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0280 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0285 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0290 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0295 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,500.00 | 0.00 | |||
| 0300 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| Project | DE0670NEW2621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-001 | Category | 0004 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0305 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 185,300.00 | 92,650.00 | 92,650.00 | |
| 0310 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| SUBTOT | $93,900.00 |
$93,900.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0001 PAVING | |||||||
| 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 | |
| 0315 | CRUSHED STONE BASE | 00003 | TON | 15,007.00 | 15,007.000 | 0.000 | 0.000 | 38.95 | 0.00 | |||
| 0320 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 16,858.00 | 16,858.000 | 0.000 | 0.000 | 2.55 | 0.00 | |||
| 0325 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 5,975.00 | 5,975.000 | 0.000 | 0.000 | 149.20 | 0.00 | |||
| 0330 | ASPHALT PRIME COAT | 00296 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 0335 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,107.00 | 1,107.000 | 0.000 | 0.000 | 159.50 | 0.00 | |||
| 0340 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 885.00 | 0.00 | |||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0002 ROADWAY | |||||||
| 0345 | LIP CURB AND GUTTER | 01820 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 43.25 | 0.00 | |||
| 0350 | JPC PAVEMENT-8 IN | 02084 | SQYD | 206.00 | 206.000 | 0.000 | 0.000 | 181.75 | 0.00 | |||
| 0355 | TEMP DITCH | 02159 | LF | 2,447.00 | 2,447.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | CLEAN TEMP DITCH | 02160 | LF | 1,224.00 | 1,224.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0365 | FLOWABLE FILL | 02220 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 425.98 | 0.00 | |||
| 0370 | EMBANKMENT IN PLACE | 02230 | CUYD | 305,335.00 | 305,335.000 | 8,064.000 | 0.000 | 8,064.000 | 4.27 | 34,433.28 | 34,433.28 | |
| 0375 | WATER | 02242 | MGAL | 30.00 | 30.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0380 | CHANNEL LINING CLASS III | 02484 | TON | 1,135.00 | 1,135.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0385 | CLEARING AND GRUBBING 32.74 ACRES | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.000 | 0.700 | 100,000.00 | 70,000.00 | 70,000.00 | |
| 0390 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 18,615.00 | 18,615.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0395 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 9,439.00 | 9,439.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0400 | TEMP SILT FENCE | 02701 | LF | 6,176.00 | 6,176.000 | 2,800.000 | 0.000 | 2,800.000 | 2.50 | 7,000.00 | 7,000.00 | |
| 0405 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0410 | SILT TRAP TYPE B | 02704 | EACH | 25.00 | 25.000 | 1.000 | 0.000 | 1.000 | 100.00 | 100.00 | 100.00 | |
| 0415 | SILT TRAP TYPE C | 02705 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0420 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0425 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0435 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,618.00 | 4,618.000 | 0.000 | 0.000 | 67.35 | 0.00 | |||
| 0440 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.000 | 0.050 | 29,250.00 | 1,462.50 | 1,462.50 | |
| 0445 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,347.00 | 4,347.000 | 0.000 | 0.000 | 2.29 | 0.00 | |||
| 0450 | TEMP MULCH | 05952 | SQYD | 104,585.00 | 104,585.000 | 0.000 | 0.000 | 0.37 | 0.00 | |||
| 0455 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 79,231.00 | 79,231.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0460 | INITIAL FERTILIZER | 05963 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 1,625.95 | 0.00 | |||
| 0465 | MAINTENANCE FERTILIZER | 05964 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,623.94 | 0.00 | |||
| 0470 | SEEDING AND PROTECTION | 05985 | SQYD | 155,668.00 | 155,668.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0475 | AGRICULTURAL LIMESTONE | 05992 | TON | 99.00 | 99.000 | 0.000 | 0.000 | 76.21 | 0.00 | |||
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0485 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | ROLLED CURB AND GUTTER | 20914ED | LF | 9,543.00 | 9,543.000 | 0.000 | 0.000 | 24.74 | 0.00 | |||
| 0495 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0003 DRAINAGE | |||||||
| 0500 | CULVERT PIPE-30 IN | 00466 | LF | 127.00 | 127.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0505 | STORM SEWER PIPE-15 IN | 00521 | LF | 895.00 | 895.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0510 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,110.00 | 1,110.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0515 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,653.00 | 1,653.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0520 | STORM SEWER PIPE-30 IN | 00526 | LF | 461.00 | 461.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0525 | STORM SEWER PIPE-36 IN | 00528 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0530 | STORM SEWER PIPE-42 IN | 00529 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 335.00 | 0.00 | |||
| 0535 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 9,403.00 | 9,403.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0540 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0545 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0550 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0555 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,150.00 | 0.00 | |||
| 0560 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 0565 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0570 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0575 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0580 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0585 | MANHOLE TYPE A | 01756 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0590 | PVC PIPE-6 IN | 03385 | LF | 860.00 | 860.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0595 | HYDRAULIC CONTROL STRUCTURE STREET TWO STA 213+67.87, 68.98 LT | 23609ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0600 | HYDRAULIC CONTROL STRUCTURE STREET THREE STA 308+04.02, 62.33 LT | 23609ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0605 | IMPERMEABLE DETENTION BASIN LINING | 24801EC | SQYD | 2,325.00 | 2,325.000 | 0.000 | 0.000 | 40.75 | 0.00 | |||
| 0610 | PIPELINE INSPECTION | 24814EC | LF | 4,329.00 | 4,329.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0615 | CURB BOX INLET TYPE F MODIFIED | 26235ED | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0004 WALL | |||||||
| 0620 | CONCRETE-CLASS B | 02555 | CUYD | 252.00 | 252.000 | 0.000 | 0.000 | 733.94 | 0.00 | |||
| 0625 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 380.00 | 380.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0630 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 230.00 | 230.000 | 0.000 | 0.000 | 21.75 | 0.00 | |||
| 0635 | GRANULAR EMBANKMENT | 20072ES805 | TON | 747.00 | 747.000 | 0.000 | 0.000 | 48.20 | 0.00 | |||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0005 SIGNING | |||||||
| 0640 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 47.00 | 47.000 | 0.000 | 0.000 | 52.88 | 0.00 | |||
| 0645 | STEEL POST TYPE 1 | 06410 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 33.60 | 0.00 | |||
| 0650 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 336.00 | 336.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0655 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0660 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 30.00 | 30.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0665 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 202.00 | 202.000 | 0.000 | 0.000 | 43.04 | 0.00 | |||
| 0670 | BARCODE SIGN INVENTORY | 24631EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 34.82 | 0.00 | |||
| Project | DE067NEW22621 | Fed/State Project Number | EK57 067 NEW ROUTE 000-002 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0675 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 185,300.00 | 92,650.00 | 92,650.00 | |
| 0680 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| SUBTOT | $205,645.78 |
$205,645.780 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||