|
ContID 255374 EST NO 0001 |
Date:05/21/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 255374 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | COVINGTON (06380) Russell, Shawn P. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | MARS ADDR SN 0 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 01/14/2025 TO 05/16/2025 | ||||||
| Date Approved | 05/20/2025 | ||||||
| Primary Proj Number | BR02100362500 | ||||||
| Project No. | STP BRZ 9030 (493) | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | KY 36 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 36 OVER LICK CREEK (021B00009N) | ||||||
| Date Let | 03/20/2025 | Formal Acceptance | |||||
| Date Awarded | 04/01/2025 | Date Work Began | 05/09/2025 | ||||
| Date Contract Executed | 04/14/2025 | Open To Traffic | |||||
| Date NTP Issued | 01/14/2025 | Actual Completion Date | |||||
| Current Contract Amount | $2,869,392.97 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,869,392.97 |
Total Earnings | $114,700.00 |
$0.00 |
$114,700.00 |
|
| Percent Complete | 4.00 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,754,692.97 |
Gross Earnings | $114,700.00 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $114,700.00 |
$0.00 |
114,700.00 |
|||
| Contract Id | 255374 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0001 | Project Number | STP BRZ 9030 (493) | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 01/14/2025 TO 05/16/2025 | |||||||
| 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 | 255374 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR02100362500 | ||||||
| Estimate Nbr | 0001 | Period | 01/14/2025 TO 05/16/2025 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | BR02100362500 | Fed/State Project Number | STP BRZ 9030 (493) | 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 | BR02100362500 | Fed/State Project Number | STP BRZ 9030 (493) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,920.00 | 2,920.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,551.00 | 1,551.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 258.00 | 258.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | BR02100362500 | Fed/State Project Number | STP BRZ 9030 (493) | Category | 0002 ROADWAY | |||||||
| 0035 | CULVERT PIPE-24 IN | 00464 | LF | 73.00 | 73.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0040 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0045 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0050 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0055 | BARRICADE-TYPE III | 02014 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 2,400.00 | 2,400.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0065 | EMBANKMENT IN PLACE | 02230 | CUYD | 7,692.00 | 7,692.000 | 0.000 | 0.000 | 26.50 | 0.00 | |||
| 0070 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,062.50 | 2,062.500 | 0.000 | 0.000 | 31.05 | 0.00 | |||
| 0075 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 94.67 | 0.00 | |||
| 0080 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,709.37 | 0.00 | |||
| 0085 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,057.03 | 0.00 | |||
| 0090 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 317.00 | 317.000 | 0.000 | 0.000 | 61.64 | 0.00 | |||
| 0095 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 95,000.00 | 47,500.00 | 47,500.00 | |
| 0100 | TEMPORARY SIGNS | 02562 | SQFT | 110.00 | 110.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0105 | EDGE KEY | 02585 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0110 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0115 | EDGELINE RUMBLE STRIPS | 02697 | LF | 3,664.00 | 3,664.000 | 0.000 | 0.000 | 1.79 | 0.00 | |||
| 0120 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0125 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 2,814.00 | 2,814.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0130 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,814.00 | 2,814.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0135 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 508.00 | 508.000 | 0.000 | 0.000 | 7.88 | 0.00 | |||
| 0140 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 508.00 | 508.000 | 0.000 | 0.000 | 7.88 | 0.00 | |||
| 0145 | S DIRECTIONAL BORE | 15011 | LF | 418.00 | 418.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0150 | S FORCE MAIN AIR RLS/VAC VLV 02 IN | 15026 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0155 | S FORCE MAIN PE/PLASTIC 06 INCH | 15052 | LF | 1,495.00 | 1,495.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0160 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,250.00 | 0.00 | |||
| 0165 | S FORCE MAIN VALVE GATE | 15084 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0170 | S LINE MARKER | 15123 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0175 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0180 | MOBILIZATION FOR CONCRETE SURF TREATMENT | 26233EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0305 | MAINTAIN & CONTROL TRAFFIC (ADDED 3-17-25) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 42,500.00 | 0.00 | |||
| Project | BR02100362500 | Fed/State Project Number | STP BRZ 9030 (493) | Category | 0003 BRIDGE | |||||||
| 0185 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0190 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
| 0195 | ARMORED EDGE FOR CONCRETE (REVISED 3-17-2025) | 03299 | LF | 139.00 | 139.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0200 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 68.00 | 68.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0205 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 125,000.00 | 0.00 | |||
| 0210 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,013.00 | 1,013.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0215 | TEST PILES | 08033 | LF | 94.00 | 94.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0220 | PILES-STEEL HP12X53 | 08046 | LF | 369.00 | 369.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0225 | PILE POINTS-12 IN | 08094 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0230 | CONCRETE-CLASS A | 08100 | CUYD | 105.00 | 105.000 | 0.000 | 0.000 | 1,695.00 | 0.00 | |||
| 0235 | CONCRETE-CLASS AA | 08104 | CUYD | 130.00 | 130.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0240 | STEEL REINFORCEMENT | 08150 | LB | 20,535.00 | 20,535.000 | 0.000 | 0.000 | 1.86 | 0.00 | |||
| 0245 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,425.00 | 42,425.000 | 0.000 | 0.000 | 1.63 | 0.00 | |||
| 0250 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 576.00 | 576.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0255 | CSL TESTING (4 TUBES) | 21321NC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,275.00 | 0.00 | |||
| 0260 | CONCRETE SEALING | 23378EC | SQFT | 8,682.00 | 8,682.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0265 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 394.00 | 394.000 | 0.000 | 0.000 | 258.13 | 0.00 | |||
| 0280 | ROCK SOUNDINGS (ADDED 3-17-25) | 20745ED | LF | 29.40 | 29.400 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0285 | ROCK CORINGS (ADDED 3-17-25) | 20746ED | LF | 84.00 | 84.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0290 | DRILLED SHAFT-48 IN-COMMON (ADDED 3-17-25) | 23583EC | LF | 22.40 | 22.400 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0295 | DRILLED SHAFT-42 IN-ROCK (ADDED 3-17-25) | 23584EC | LF | 42.00 | 42.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0300 | APPROACH SLAB (ADDED 3-17-25) | 08500 | SQYD | 112.00 | 112.000 | 0.000 | 0.000 | 695.00 | 0.00 | |||
| Project | BR02100362500 | Fed/State Project Number | STP BRZ 9030 (493) | Category | 0004 MOBILIZATION/DEMOBILIZATION | |||||||
| 0270 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 134,400.00 | 67,200.00 | 67,200.00 | |
| 0275 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,685.00 | 0.00 | |||
| SUBTOT | $114,700.00 |
$114,700.000 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
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