|
Report_Id: 201324 Est NO 0049 |
Date:02/02/2026 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201324 | Estimate Number | 0049 | Estimate Type | PROGRESS | ||
| District Office | FLEMINGSBURG (09320) Gillum, Brian S. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code KY0034177 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 12/05/2023 TO 01/12/2026 | ||||||
| Date Approved | 01/19/2026 | ||||||
| Primary Proj Number | DE02200012034 | ||||||
| Project No. | STP 0071 (028) | ||||||
| Primary County | CARTER | ||||||
| Name of Road | CAROL MALONE BOULEVARD (KY-1/7) | ||||||
| Description | IMPROVEMENTS FROM LITTLE SANDY RIVER BRIDGE TO ACADEMIC PARK WAY | ||||||
| Date Let | 12/11/2020 | Formal Acceptance | |||||
| Date Awarded | 12/18/2020 | Date Work Began | 03/29/2021 | ||||
| Date Contract Executed | 01/13/2021 | Open To Traffic | |||||
| Date NTP Issued | 01/13/2021 | Actual Completion Date | 04/21/2023 | ||||
| Current Contract Amount | $6,571,624.44 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,976,248.00 |
Total Earnings | $6,335,068.65 |
$5,972,154.92 |
$362,913.73 |
|
| Percent Complete | 96.40 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $236,555.79 |
Gross Earnings | $6,335,068.65 |
$5,972,154.92 |
$362,913.73 |
|
| Total Change Orders | $595,376.44 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,335,068.65 |
$5,972,154.92 |
$362,913.73 |
|||
| Contract Id | 201324 | Change Order Summary |
County | CARTER | ||||||
| Estimate Nbr | 0049 | Project Number | STP 0071 (028) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 12/05/2023 TO 01/12/2026 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Non Spec Material Override | Approved | 11/22/2021 | $0.00 | 0.0 | |||||
| 002 | Signal Radar Detection Install | Approved | 04/20/2023 | $0.00 | 1.0 | |||||
| 003 | Base repairs, scratch, entrances | Approved | 06/02/2025 | $595,376.44 | 26.0 | |||||
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 | 201324 | COMMONWEALTH OF KENTUCKY |
County | CARTER | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02200012034 | ||||||
| Estimate Nbr | 0049 | Period | 12/05/2023 TO 01/12/2026 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | 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 | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 5,962.00 | 9,013.440 | 9,013.440 | 9,013.440 | 28.50 | 256,883.04 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10,386.00 | 10,386.000 | 9,593.250 | 9,593.250 | 26.25 | 251,822.81 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 4,871.00 | 9,180.000 | 8,844.590 | 8,844.590 | 91.40 | 808,395.52 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,656.00 | 9,656.000 | 10,517.850 | 10,517.850 | 83.29 | 876,031.72 | |||
| 0025 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 262.00 | 262.000 | 268.880 | 268.880 | 107.96 | 29,028.28 | |||
| 0030 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 3,832.00 | 3,832.000 | 3,270.000 | 3,270.000 | 111.87 | 365,814.90 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 18.00 | 18.000 | 21.404 | 21.404 | 674.03 | 14,426.93 | |||
| 0040 | JPC PAVEMENT-8 IN | 02084 | SQYD | 3,323.00 | 3,323.000 | 3,557.300 | 3,557.300 | 96.00 | 341,500.80 | |||
| 0050 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 15,160.00 | 15,160.000 | 15,423.000 | 15,423.000 | 2.00 | 30,846.00 | |||
| 0055 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 20,667.00 | 20,667.000 | 19,418.440 | 19,418.440 | 3.00 | 58,255.32 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 125.98 | 0.00 | |||
| 0070 | REPAIR PARKING LOT PAVEMENT | 23399EC | SQYD | 269.00 | 269.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 8000 | NON-SPEC MATERIAL DGA | 10070NS | DOLL | 0.00 | 0.001 | -1,465.260 | -1,465.260 | 1.00 | -1,465.26 | |||
| 8002 | ASPHALT PAVE MILLING & TEXTURING Milling for Base Repairs and surface tie at gutterline | 02677 | TON | 0.00 | 1,374.680 | 1,374.580 | 0.000 | 1,374.580 | 35.00 | 48,110.30 | 48,110.30 | |
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0002 ROADWAY | |||||||
| 0075 | REMOVE PIPE | 01310 | LF | 3,757.00 | 3,757.000 | 3,271.000 | 3,271.000 | 8.94 | 29,242.74 | |||
| 0080 | STANDARD CURB AND GUTTER | 01810 | LF | 8,031.00 | 8,031.000 | 8,036.000 | 8,036.000 | 31.05 | 249,517.80 | |||
| 0085 | ISLAND CURB AND GUTTER | 01825 | LF | 792.00 | 792.000 | 0.000 | 0.000 | 32.88 | 0.00 | |||
| 0090 | STANDARD HEADER CURB | 01875 | LF | 2,758.00 | 2,758.000 | 2,752.000 | 2,752.000 | 27.67 | 76,147.84 | |||
| 0095 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 18.00 | 18.000 | 11.000 | 11.000 | 10.00 | 110.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 346.00 | 346.000 | 346.000 | 346.000 | 18.54 | 6,414.84 | |||
| 0110 | TEMP DITCH | 02159 | LF | 3,097.00 | 3,097.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0115 | CLEAN TEMP DITCH | 02160 | LF | 1,549.00 | 1,549.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0120 | ROADWAY EXCAVATION | 02200 | CUYD | 13,917.00 | 13,917.000 | 14,294.340 | 14,294.340 | 22.20 | 317,334.34 | |||
| 0125 | DITCHING | 02237 | LF | 6,195.00 | 6,195.000 | 100.000 | 100.000 | 6.25 | 625.00 | |||
| 0130 | WATER | 02242 | MGAL | 100.00 | 100.000 | 100.000 | 100.000 | 0.01 | 1.00 | |||
| 0135 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 893.00 | 893.000 | 960.000 | 960.000 | 17.15 | 16,464.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 60.00 | 300.00 | |||
| 0145 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0155 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0160 | REMOVE GUARDRAIL | 02381 | LF | 503.00 | 503.000 | 503.000 | 503.000 | 5.00 | 2,515.00 | |||
| 0165 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 37.00 | 37.000 | 43.000 | 43.000 | 110.00 | 4,730.00 | |||
| 0170 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 42.00 | 42.000 | 35.000 | 35.000 | 80.00 | 2,800.00 | |||
| 0175 | CONCRETE-CLASS B | 02555 | CUYD | 149.00 | 149.000 | 143.840 | 143.840 | 580.50 | 83,499.12 | |||
| 0180 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 400.000 | 400.000 | 9.80 | 3,920.00 | |||
| 0185 | EDGE KEY | 02585 | LF | 1,996.00 | 5,572.500 | 5,572.500 | 5,572.500 | 16.00 | 89,160.00 | |||
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 212,499.81 | 212,499.81 | |||
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 9,040.30 | 36,161.20 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 3,097.00 | 3,097.000 | 704.000 | 704.000 | 3.00 | 2,112.00 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 225.00 | 450.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 285.00 | 285.00 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 21.000 | 21.000 | 335.00 | 7,035.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 0.01 | 0.01 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0235 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 4,341.00 | 4,341.000 | 4,113.343 | 4,113.343 | 56.14 | 230,923.07 | |||
| 0240 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0245 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,150.00 | 6,300.00 | |||
| 0250 | TEMP MULCH | 05952 | SQYD | 12,948.00 | 12,948.000 | 11,149.000 | 11,149.000 | 0.17 | 1,895.33 | |||
| 0255 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 9,711.00 | 9,711.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0260 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.150 | 0.150 | 950.00 | 142.50 | |||
| 0265 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0270 | SEEDING AND PROTECTION | 05985 | SQYD | 13,996.00 | 13,996.000 | 4,840.000 | 4,840.000 | 0.36 | 1,742.40 | |||
| 0275 | SODDING | 05990 | SQYD | 2,614.00 | 2,614.000 | 2,300.000 | 2,300.000 | 5.60 | 12,880.00 | |||
| 0280 | AGRICULTURAL LIMESTONE | 05992 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 65,865.00 | 65,865.000 | -20,376.000 | 120,349.000 | 99,973.000 | 0.15 | -3,056.40 | 14,995.95 | |
| 0290 | PAVE STRIPING-PERM PAINT-4 IN (W) | 06514 | LF | 17,839.00 | 17,839.000 | 15,183.000 | 15,183.000 | 0.16 | 2,429.28 | |||
| 0295 | PAVE STRIPING-PERM PAINT-4 IN (W) | 06514 | LF | 15,127.00 | 15,127.000 | 18,080.000 | 18,080.000 | 0.16 | 2,892.80 | |||
| 0300 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,323.00 | 1,323.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0305 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,000.00 | 1,000.000 | 688.000 | 688.000 | 3.85 | 2,648.80 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 742.000 | 742.000 | 2.50 | 1,855.00 | |||
| 0315 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 351.00 | 351.000 | 701.000 | 701.000 | 8.50 | 5,958.50 | |||
| 0325 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 90.00 | 540.00 | |||
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 40.00 | 40.000 | 62.000 | 62.000 | 90.00 | 5,580.00 | |||
| 0335 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 125.00 | 375.00 | |||
| 0340 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 0345 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 113.00 | 113.000 | 113.000 | 113.000 | 43.23 | 4,884.99 | |||
| 0350 | FUEL ADJUSTMENT | 10020NS | DOLL | 30,517.00 | 30,517.000 | 58,149.590 | 58,149.590 | 1.00 | 58,149.59 | |||
| 0355 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 62,980.00 | 62,980.000 | 200,000.000 | 14,126.440 | 214,126.440 | 1.00 | 200,000.00 | 214,126.44 | |
| 0360 | JOINT ADHESIVE | 20071EC | LF | 36,809.00 | 36,809.000 | 13,481.000 | 13,481.000 | 0.44 | 5,931.64 | |||
| 0365 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 210.00 | 210.000 | 56.000 | 304.000 | 360.000 | 60.08 | 3,364.48 | 21,628.80 | |
| 0370 | INLAID PAVEMENT MARKER | 24489EC | EACH | 482.00 | 482.000 | 438.000 | 438.000 | 32.50 | 14,235.00 | |||
| 0375 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 12,862.00 | 12,862.000 | 3,270.000 | 0.000 | 3,270.000 | 1.30 | 4,251.00 | 4,251.00 | |
| 0380 | PIPELINE INSPECTION | 24814EC | LF | 2,963.00 | 2,963.000 | 2,205.000 | 2,205.000 | 3.05 | 6,725.25 | |||
| 0385 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 828,450.00 | 828,450.000 | 47,680.000 | 0.000 | 47,680.000 | 0.02 | 953.60 | 953.60 | |
| 0390 | LONGITUDINAL SAW CUT | 24969ED | LF | 12,655.00 | 12,655.000 | 10,862.830 | 10,862.830 | 0.95 | 10,319.68 | |||
| 8003 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 0.00 | 36.000 | 103.330 | 0.000 | 103.330 | 15.00 | 1,549.95 | 1,549.95 | |
| 8004 | REMOVE CURB AND GUTTER | 01812 | LF | 0.00 | 90.000 | 186.000 | 0.000 | 186.000 | 11.00 | 2,046.00 | 2,046.00 | |
| 8006 | CAP CURB BOX INLET | 01634 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 950.00 | 950.00 | 950.00 | |
| 8007 | REMOVE DROP BOX INLET | 01585 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 850.00 | 850.00 | 850.00 | |
| 8008 | JUNCTION BOX-30 IN | 01644 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,950.00 | 5,900.00 | 5,900.00 | |
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0003 DRAINAGE | |||||||
| 0395 | CULVERT PIPE-24 IN | 00464 | LF | 47.00 | 47.000 | 47.000 | 47.000 | 175.00 | 8,225.00 | |||
| 0400 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,202.00 | 1,202.000 | 817.990 | 817.990 | 83.00 | 67,893.17 | |||
| 0405 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,381.00 | 2,381.000 | 2,005.750 | 2,005.750 | 88.00 | 176,506.00 | |||
| 0410 | STORM SEWER PIPE-24 IN | 00524 | LF | 439.00 | 439.000 | 346.000 | 346.000 | 125.00 | 43,250.00 | |||
| 0415 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,856.00 | 1,856.000 | 1,877.000 | 1,877.000 | 130.00 | 244,010.00 | |||
| 0420 | PERFORATED PIPE-4 IN | 01000 | LF | 11,126.00 | 11,126.000 | 11,498.000 | 11,498.000 | 5.50 | 63,239.00 | |||
| 0425 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0430 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 0435 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0440 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0445 | CURB BOX INLET TYPE A | 01456 | EACH | 43.00 | 43.000 | 43.000 | 43.000 | 4,900.00 | 210,700.00 | |||
| 0450 | CURB BOX INLET TYPE A T | 01458 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 0455 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2.000 | 5,500.00 | 5,500.00 | 11,000.00 | |
| 0460 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 0.500 | 3.500 | 4.000 | 2,600.00 | 1,300.00 | 10,400.00 | |
| 0465 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 46.00 | 46.000 | 15.000 | 15.000 | 152.00 | 2,280.00 | |||
| 0470 | MANHOLE TYPE A | 01756 | EACH | 6.00 | 6.000 | 1.000 | 4.000 | 5.000 | 2,925.00 | 2,925.00 | 14,625.00 | |
| 0475 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 8.000 | 3.000 | 11.000 | 725.00 | 5,800.00 | 7,975.00 | |
| 0480 | CHANNEL LINING CLASS II | 02483 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 33.25 | 0.00 | |||
| 0485 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 20,035.00 | 20,035.000 | 9,349.100 | 9,349.100 | 2.00 | 18,698.20 | |||
| 0490 | SAFELOADING | 02690 | CUYD | 4.50 | 4.500 | 4.500 | 4.500 | 295.00 | 1,327.50 | |||
| 0495 | PVC PIPE-8 IN | 03387 | LF | 11.00 | 11.000 | 24.000 | 24.000 | 31.50 | 756.00 | |||
| 0500 | PVC PIPE-12 IN | 03391 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0004 BRIDGE-CULVERT | |||||||
| 0505 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,800.00 | 7,800.00 | |||
| 0510 | CONCRETE-CLASS A | 08100 | CUYD | 23.60 | 23.600 | 23.600 | 23.600 | 1,100.00 | 25,960.00 | |||
| 0515 | STEEL REINFORCEMENT | 08150 | LB | 2,286.00 | 2,286.000 | 2,286.000 | 2,286.000 | 2.25 | 5,143.50 | |||
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0005 SIGNALIZATION | |||||||
| 0520 | CONDUIT-1 IN | 04792 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 10.94 | 0.00 | |||
| 0525 | CONDUIT-2 IN | 04795 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0530 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 913.29 | 4,566.45 | |||
| 0535 | TRENCHING AND BACKFILLING | 04820 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 9.70 | 0.00 | |||
| 0540 | LOOP WIRE | 04830 | LF | 7,295.00 | 559.960 | 0.000 | 0.000 | 1.17 | 0.00 | |||
| 0545 | CABLE-NO. 14/5C | 04844 | LF | 6,510.00 | 6,510.000 | 5,908.000 | 5,908.000 | 4.15 | 24,518.20 | |||
| 0550 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,585.00 | 4,585.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0555 | MESSENGER-10800 LB | 04885 | LF | 1,050.00 | 1,050.000 | 1,150.000 | 1,150.000 | 8.03 | 9,234.50 | |||
| 0560 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,500.00 | 500.000 | 0.000 | 0.000 | 9.56 | 0.00 | |||
| 0565 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,127.00 | 21,381.00 | |||
| 0570 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 699.66 | 8,395.92 | |||
| 0575 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 319.46 | 7,667.04 | |||
| 0580 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 297.86 | 7,148.64 | |||
| 0585 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 297.86 | 595.72 | |||
| 0590 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 2,375.00 | 7,125.00 | 7,125.00 | |
| 0595 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 24.00 | 24.000 | 20.000 | 4.000 | 24.000 | 311.82 | 6,236.40 | 7,483.68 | |
| 0600 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 49.19 | 49.190 | 45.135 | 45.135 | 1,665.00 | 75,149.77 | |||
| 0605 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,109.43 | 10,547.15 | |||
| 0610 | INSTALL ANTENNA | 23982EC | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 1,054.80 | 3,164.40 | 3,164.40 | |
| 0615 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 600.00 | 600.000 | 0.000 | 0.000 | 11.31 | 0.00 | |||
| 0620 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 3.00 | 3.000 | 1.500 | 1.500 | 3.000 | 17,626.00 | 26,439.00 | 52,878.00 | |
| 8001 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 0.00 | 12.000 | 8.000 | 0.000 | 8.000 | 2,250.00 | 18,000.00 | 18,000.00 | |
| Project | DE02200012034 | Fed/State Project Number | STP 0071 (028) | Category | 0006 MOBILIZATION AND/OR DEMOBILIZATION | |||||||
| 0625 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,784.00 | 155,784.00 | |||
| 0630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 86,020.00 | 21,505.00 | 21,505.00 | |
| SUBTOT | $362,913.73 |
$6,335,068.54 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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