|
Report_Id: 235324 Est NO 0006 |
Date:05/13/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 235324 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Miles B. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | ADDR SN 0 VC Code KY0028996 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 04/05/2024 TO 04/18/2024 | ||||||
| Date Approved | 04/28/2024 | ||||||
| Primary Proj Number | BR05405022300 | ||||||
| Project No. | STP BRZ 9030 (433), STP BRZ 9030 (434), STP BRZ 9030 (435) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | KY 502 | ||||||
| Description | ADDRESS DEFICIENCIES OF BRIDGE ON KY 502 OVER CLEAR CREEK OV ERFLOW (054B00126N) | ||||||
| Date Let | 11/16/2023 | Formal Acceptance | |||||
| Date Awarded | 11/29/2023 | Date Work Began | 02/05/2024 | ||||
| Date Contract Executed | 12/19/2023 | Open To Traffic | |||||
| Date NTP Issued | 12/19/2023 | Actual Completion Date | |||||
| Current Contract Amount | $4,205,553.30 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,205,553.30 |
Total Earnings | $960,073.00 |
$793,248.00 |
$166,825.00 |
|
| Percent Complete | 30.85 |
Stockpiled Materials | $337,136.01 |
$294,406.55 |
$42,729.46 |
|
| Funds Available | $2,908,344.29 |
Gross Earnings | $1,297,209.01 |
$1,087,654.55 |
$209,554.46 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,297,209.01 |
$1,087,654.55 |
$209,554.46 |
|||
| Contract Id | 235324 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0006 | Project Number | STP BRZ 9030 (433), STP BRZ 9030 (434), STP BRZ 9030 (435) | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 04/05/2024 TO 04/18/2024 | |||||||
| 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 | 235324 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR05405022300 | ||||||
| Estimate Nbr | 0006 | Period | 04/05/2024 TO 04/18/2024 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | BR05405022300 | Fed/State Project Number | STP BRZ 9030 (433) | Category | 0001 BRIDGE - 054B00126N | |||||||
| 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 | 453.00 | 453.000 | 0.000 | 0.000 | 51.96 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 239.29 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 547.00 | 547.000 | 0.000 | 0.000 | 109.93 | 0.00 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 76.00 | 76.000 | 0.000 | 0.000 | 168.74 | 0.00 | |||
| 0030 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0035 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 15.28 | 0.00 | |||
| 0040 | ROADWAY EXCAVATION | 02200 | CUYD | 533.00 | 533.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0045 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,570.43 | 0.00 | |||
| 0050 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0055 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 29.29 | 0.00 | |||
| 0060 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0065 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0070 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.350 | 0.350 | 5,500.00 | 1,925.00 | |||
| 0075 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0080 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0085 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,320.00 | 2,320.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0090 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 190,000.00 | 95,000.00 | |||
| 0095 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 456.00 | 456.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0100 | TEST PILES | 08033 | LF | 280.00 | 280.000 | 70.000 | 140.000 | 210.000 | 350.00 | 24,500.00 | 73,500.00 | |
| 0105 | PILES-STEEL HP12X53 | 08046 | LF | 1,177.00 | 1,177.000 | 599.000 | 356.500 | 955.500 | 110.00 | 65,890.00 | 105,105.00 | |
| 0110 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 7.000 | 11.000 | 18.000 | 205.00 | 1,435.00 | 3,690.00 | |
| 0115 | CONCRETE-CLASS A | 08100 | CUYD | 114.80 | 114.800 | 50.000 | 60.000 | 110.000 | 1,500.00 | 75,000.00 | 165,000.00 | |
| 0120 | CONCRETE-CLASS AA | 08104 | CUYD | 45.90 | 45.900 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0125 | STEEL REINFORCEMENT | 08150 | LB | 10,759.00 | 10,759.000 | 5,379.500 | 5,379.500 | 2.00 | 10,759.00 | |||
| 0130 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,303.00 | 9,303.000 | 1,297.000 | 1,297.000 | 2.00 | 2,594.00 | |||
| 0135 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 372.00 | 372.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0140 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0145 | SAWCUT PAVEMENT | 20550ND | LF | 42.00 | 42.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0150 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.200 | 5,000.00 | 1,000.00 | |||
| 0155 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 650.00 | 650.000 | 0.000 | 0.000 | 35.83 | 0.00 | |||
| 0160 | CONCRETE SEALING | 23378EC | SQFT | 4,208.00 | 4,208.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0165 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 200.00 | 200.000 | 0.000 | 0.000 | 238.27 | 0.00 | |||
| Project | BR05405022300 | Fed/State Project Number | STP BRZ 9030 (433) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0170 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,666.66 | 65,666.66 | |||
| 0175 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,883.34 | 0.00 | |||
| SUBTOT | $166,825.00 |
$624,239.66 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0125-1-0I |
STEEL REINUN 615GR60 | LB |
10,832.00 | 0002 | $0.614270 | $6,653.77 | ||||||
0130-1-0I |
STL REINEXCO 615GR60 | LB |
9,573.00 | 0002 | $0.704900 | $6,748.00 | ||||||
0090-1-0I |
STEEL REINUN 615GR60 | L S |
1.00 | 0003 | $50391.439000 | $50,391.43 | ||||||
0105-1-0I |
PILES | LF |
855.00 | 0004 | $32.732120 | $27,985.96 | ||||||
0110-1-0I |
PILE POINTS | EACH |
8.00 | 0004 | $140.410000 | $1,123.28 | ||||||
0135-1-0I |
BOX BEAM, CB | LF |
372.00 | 0004 | $187.302000 | $69,676.34 | ||||||
0140-1-0I |
BOX BEAM, CB | LF |
264.00 | 0004 | $177.232000 | $46,789.24 | ||||||
0080-1-0I |
ARMORED EDGE | LF |
48.00 | 0006 | $38.266000 | 1,836.76 | $1,836.76 | |||||
0115-1-0I |
EXP JT MAT, CORK | LS |
1.00 | 0006 | $3373.450000 | 3,373.45 | $3,373.45 | |||||
0090-1-0A |
STEEL REINUN 615GR60 | L S |
0.25 | 0003 | $50391.439000 | $-12,597.86 | ||||||
0105-1-0A |
PILES | LF |
193.25 | 0004 | $32.732120 | $-6,325.48 | ||||||
0110-1-0A |
PILE POINTS | EACH |
5.00 | 0004 | $140.410000 | $-702.05 | ||||||
0090-1-0A |
STEEL REINUN 615GR60 | L S |
0.25 | 0005 | $50391.439000 | $-12,597.86 | ||||||
0105-1-0A |
PILES | LF |
163.25 | 0005 | $32.732120 | $-5,343.52 | ||||||
0110-1-0A |
PILE POINTS | EACH |
3.00 | 0005 | $140.410000 | $-421.23 | ||||||
0125-1-0A |
STEEL REINUN 615GR60 | LB |
5,379.50 | 0005 | $0.614270 | $-3,304.46 | ||||||
0130-1-0A |
STL REINEXCO 615GR60 | LB |
1,297.00 | 0005 | $0.704900 | $-914.25 | ||||||
0105-1-0A |
PILES | LF |
498.50 | 0006 | $32.732120 | -16,316.96 | $-16,316.96 | |||||
0115-1-0A |
EXP JT MAT, CORK | LS |
1.00 | 0006 | $3373.450000 | -3,373.45 | $-3,373.45 | |||||
| SUBTOT | $152,681.11 |
|||||||||||
| Project | BR05405022301 | Fed/State Project Number | STP BRZ 9030 (434) | Category | 0001 BRIDGE - 054B00127N | |||||||
| 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 | |
| 0180 | CRUSHED STONE BASE | 00003 | TON | 424.00 | 424.000 | 0.000 | 0.000 | 51.96 | 0.00 | |||
| 0185 | ASPHALT SEAL AGGREGATE | 00100 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 239.29 | 0.00 | |||
| 0190 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0195 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 515.00 | 515.000 | 0.000 | 0.000 | 109.93 | 0.00 | |||
| 0200 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 72.00 | 72.000 | 0.000 | 0.000 | 168.74 | 0.00 | |||
| 0205 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0210 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 15.28 | 0.00 | |||
| 0215 | ROADWAY EXCAVATION | 02200 | CUYD | 501.00 | 501.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,570.43 | 0.00 | |||
| 0225 | CLEARING AND GRUBBING APPROX. LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0230 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 29.29 | 0.00 | |||
| 0235 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0245 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 5,000.00 | 1,250.00 | |||
| 0250 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0255 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 2,190.00 | 2,190.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0265 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 190,000.00 | 0.00 | |||
| 0270 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 456.00 | 456.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0275 | TEST PILES | 08033 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0280 | PILES-STEEL HP12X53 | 08046 | LF | 1,116.00 | 1,116.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0285 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0290 | CONCRETE-CLASS A | 08100 | CUYD | 114.80 | 114.800 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0295 | CONCRETE-CLASS AA | 08104 | CUYD | 45.90 | 45.900 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0300 | STEEL REINFORCEMENT | 08150 | LB | 10,759.00 | 10,759.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0305 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,303.00 | 9,303.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0310 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 372.00 | 372.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0315 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0320 | SAWCUT PAVEMENT | 20550ND | LF | 42.00 | 42.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0325 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.200 | 5,000.00 | 1,000.00 | |||
| 0330 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 600.00 | 600.000 | 0.000 | 0.000 | 35.83 | 0.00 | |||
| 0335 | CONCRETE SEALING | 23378EC | SQFT | 4,207.00 | 4,207.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0340 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 200.00 | 200.000 | 0.000 | 0.000 | 238.27 | 0.00 | |||
| Project | BR05405022301 | Fed/State Project Number | STP BRZ 9030 (434) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0345 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,666.67 | 65,666.67 | |||
| 0350 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,883.33 | 0.00 | |||
| SUBTOT | $0.00 |
$792,156.33 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0265-1-0I |
STEEL REINUN 615GR60 | LS |
1.00 | 0003 | $50391.439000 | $50,391.43 | ||||||
0300-1-0I |
STEEL REINUN 615GR60 | LB |
10,832.00 | 0003 | $0.614270 | $6,653.77 | ||||||
0305-1-0I |
STL REINEXCO 615GR60 | LB |
9,331.00 | 0003 | $0.704900 | $6,577.42 | ||||||
0255-1-0I |
ARMORED EDGE | LF |
48.00 | 0006 | $38.266000 | 1,836.76 | $1,836.76 | |||||
0290-1-0I |
EXP JT MAT, CORK | LS |
1.00 | 0006 | $3373.450000 | 3,373.45 | $3,373.45 | |||||
0315-1-0I |
BOX BEAM, CB | LF |
264.00 | 0006 | $177.232000 | 46,789.24 | $46,789.24 | |||||
| SUBTOT | $115,622.07 |
|||||||||||
| Project | BR05405022302 | Fed/State Project Number | STP BRZ 9030 (435) | Category | 0001 BRIDGE - 054B00128N | |||||||
| 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 | |
| 0355 | CRUSHED STONE BASE | 00003 | TON | 299.00 | 299.000 | 0.000 | 0.000 | 51.96 | 0.00 | |||
| 0360 | ASPHALT SEAL AGGREGATE | 00100 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 239.29 | 0.00 | |||
| 0365 | ASPHALT SEAL COAT | 00103 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0370 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 365.00 | 365.000 | 0.000 | 0.000 | 109.93 | 0.00 | |||
| 0375 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 168.74 | 0.00 | |||
| 0380 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 756.65 | 0.00 | |||
| 0385 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 15.28 | 0.00 | |||
| 0390 | EMBANKMENT IN PLACE | 02230 | CUYD | 367.00 | 367.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0395 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,570.43 | 0.00 | |||
| 0400 | CLEARING AND GRUBBING APPROX LESS THAN 1 ACRE | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0405 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 29.29 | 0.00 | |||
| 0410 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0415 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0420 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 5,000.00 | 1,250.00 | |||
| 0425 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0430 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0435 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,664.00 | 1,664.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0440 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 190,000.00 | 0.00 | |||
| 0445 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 456.00 | 456.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0450 | TEST PILES | 08033 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0455 | PILES-STEEL HP12X53 | 08046 | LF | 883.00 | 883.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0460 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 0465 | CONCRETE-CLASS A | 08100 | CUYD | 114.80 | 114.800 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0470 | CONCRETE-CLASS AA | 08104 | CUYD | 45.90 | 45.900 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0475 | STEEL REINFORCEMENT | 08150 | LB | 10,759.00 | 10,759.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,303.00 | 9,303.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0485 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 372.00 | 372.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0490 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0495 | SAWCUT PAVEMENT | 20550ND | LF | 42.00 | 42.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0500 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.200 | 5,000.00 | 1,000.00 | |||
| 0505 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 325.00 | 325.000 | 0.000 | 0.000 | 35.83 | 0.00 | |||
| 0510 | CONCRETE SEALING | 23378EC | SQFT | 4,207.00 | 4,207.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0515 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 200.00 | 200.000 | 0.000 | 0.000 | 349.20 | 0.00 | |||
| Project | BR05405022302 | Fed/State Project Number | STP BRZ 9030 (435) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0520 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 65,666.67 | 65,666.67 | |||
| 0525 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,883.33 | 0.00 | |||
| SUBTOT | $0.00 |
$960,073.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0440-1-0I |
STEEL REINUN 615GR60 | LS |
1.00 | 0003 | $50391.439000 | $50,391.43 | ||||||
0475-1-0I |
STEEL REINUN 615GR60 | LB |
10,832.00 | 0003 | $0.614270 | $6,653.77 | ||||||
0480-1-0I |
STL REINEXCO 615GR60 | LB |
9,331.00 | 0003 | $0.704900 | $6,577.42 | ||||||
0430-1-0I |
ARMORED EDGE | LF |
48.00 | 0006 | $38.266000 | 1,836.76 | $1,836.76 | |||||
0465-1-0I |
EXP JT MAT, CORK | L S |
1.00 | 0006 | $3373.450000 | 3,373.45 | $3,373.45 | |||||
| SUBTOT | $68,832.83 |
|||||||||||