|
Report_Id: 195119 Est NO 0029 |
Date:03/08/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 195119 | Estimate Number | 0029 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08360) Foster, Mark A. | ||||||
| Contractor | SCOTT AND MURPHY INC | ADDR SN 0 VC Code KY0036484 | |||||
| P O BOX 2520 | |||||||
| 2335 BARREN RIVER ROAD | |||||||
| BOWLING GREEN , KY , 42102 | |||||||
| Pay Period | 01/30/2021 TO 02/12/2021 | ||||||
| Date Approved | 02/22/2021 | ||||||
| Primary Proj Number | BR08512431900 | ||||||
| Project No. | STP BRZ 9030 (124), STP BRZ 9030 (062), STP BRZ 9030 (104), STP BRZ 9030 (064), STP BRZ 9030 (063), STP BRZ 9030 (105), STP BRZ 9030 (125) | ||||||
| Primary County | CASEY | ||||||
| Name of Road | VARIOUS BRIDGES IN DISTRICTS 3 & 8 | ||||||
| Description | ADDRESS DEFICIENCIES OF KY 1243 BRIDGE OVER KNOB LICK SPRING S (085B00034N), FROM MP 7.493 TO MP 7.497. | ||||||
| Date Let | 07/26/2019 | Formal Acceptance | |||||
| Date Awarded | 08/08/2019 | Date Work Began | 10/20/2019 | ||||
| Date Contract Executed | 09/25/2019 | Open To Traffic | |||||
| Date NTP Issued | 09/25/2019 | Actual Completion Date | |||||
| Current Contract Amount | $4,435,178.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,412,721.18 |
Total Earnings | $4,070,430.72 |
$4,006,632.72 |
$63,798.00 |
|
| Percent Complete | 91.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $364,747.65 |
Gross Earnings | $4,070,430.72 |
$4,006,632.72 |
$63,798.00 |
|
| Total Change Orders | $22,457.19 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,070,430.72 |
$4,006,632.72 |
$63,798.00 |
|||
| Contract Id | 195119 | Change Order Summary |
County | CASEY | ||||||
| Estimate Nbr | 0029 | Project Number | STP BRZ 9030 (124), STP BRZ 9030 (062), STP BRZ 9030 (104), STP BRZ 9030 (064), STP BRZ 9030 (063), STP BRZ 9030 (105), STP BRZ 9030 (125) | |||||||
| Contractor | SCOTT AND MURPHY INC | Period | 01/30/2021 TO 02/12/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Omissions, Overruns, Underruns on Dodson Hollow Bridge | Approved | 06/09/2020 | $9,973.01 | 7.0 | |||||
| 002 | Utility Relocation | Approved | 12/14/2020 | $5,504.52 | 0.0 | |||||
| 003 | Wage Rate Correction | Approved | 01/12/2021 | $6,979.66 | 0.0 | |||||
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 | 195119 | COMMONWEALTH OF KENTUCKY |
County | CASEY | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | BR08512431900 | ||||||
| Estimate Nbr | 0029 | Period | 01/30/2021 TO 02/12/2021 | |||||||
| Contractor | SCOTT AND MURPHY INC | |||||||||
| Project | BR02323101900 | Fed/State Project Number | STP BRZ 9030 (124) | Category | 0001 BRIDGE - 023B00066N | |||||||
| 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 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 8.00 | 64.00 | |||
| 0010 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 63.430 | 63.430 | 139.86 | 8,871.31 | |||
| 0015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 106.50 | 106.500 | 115.000 | 115.000 | 30.00 | 3,450.00 | |||
| 0020 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0025 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0030 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 28.00 | 28.000 | 22.000 | 22.000 | 23.00 | 506.00 | |||
| 0035 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,146.39 | 3,146.39 | |||
| 0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,000.00 | 29,000.00 | |||
| 0045 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,647.14 | 25,647.14 | |||
| 0050 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,301.97 | 4,603.94 | |||
| 0055 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,284.09 | 2,284.09 | |||
| 0060 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,306.88 | 56,306.88 | |||
| 0065 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 43.30 | 43.300 | 43.300 | 43.300 | 78.98 | 3,419.83 | |||
| 0070 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 542.00 | 542.000 | 472.000 | 472.000 | 153.13 | 72,277.36 | |||
| 0075 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 80.00 | 80.000 | 88.500 | 88.500 | 207.87 | 18,396.49 | |||
| 0080 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,881.04 | 26,881.04 | |||
| 0085 | CONCRETE-CLASS A | 08100 | CUYD | 149.80 | 149.800 | 145.580 | 145.580 | 752.94 | 109,613.00 | |||
| 0090 | CONCRETE-CLASS AA (REVISED: 7-12-19) | 08104 | CUYD | 25.40 | 25.400 | 25.400 | 25.400 | 3,109.03 | 78,969.36 | |||
| 0095 | STEEL REINFORCEMENT | 08150 | LB | 14,484.00 | 14,484.000 | 14,348.000 | 14,348.000 | 1.16 | 16,643.68 | |||
| 0100 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 3,477.00 | 3,477.000 | 3,477.000 | 3,477.000 | 1.36 | 4,728.72 | |||
| 0105 | PRECAST PC BOX BEAM CB27-48 | 08664 | LF | 411.00 | 411.000 | 411.000 | 411.000 | 204.88 | 84,205.68 | |||
| 0110 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,590.11 | 5,590.11 | |||
| 0115 | CONCRETE SEALING | 23378EC | SQFT | 3,012.00 | 3,012.000 | 2,815.000 | 2,815.000 | 7.77 | 21,872.55 | |||
| 0120 | FULL-DEPTH ASPH PAVEMENT | 23764EC | SQYD | 316.00 | 316.000 | 0.000 | 0.000 | 127.69 | 0.00 | |||
| 0125 | CONCRETE COATING Approx. 657 SF. | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,641.60 | 3,641.60 | |||
| 0130 | CLASSIC BRIDGE RAIL | 25024ED | LF | 137.00 | 137.000 | 137.000 | 137.000 | 645.59 | 88,445.83 | |||
| 0135 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25025ED | LF | 4.00 | 4.000 | 62.500 | 62.500 | 200.00 | 12,500.00 | |||
| Project | BR02323101900 | Fed/State Project Number | STP BRZ 9030 (124) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.85 | 28,142.85 | |||
| 0145 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.58 | 0.00 | |||
| SUBTOT | $0.00 |
$714,307.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0105-2-0I |
BOX BEAM, CB | LF |
411.00 | 0015 | $125.716000 | $49,085.82 | ||||||
0105-2-0A |
BOX BEAM, CB | LF |
390.45 | 0016 | $125.716000 | $-46,631.53 | ||||||
0105-10C |
BOX BEAM, CB | LF |
0.00 | 0015 | $0.000000 | $0.00 | ||||||
0105-20C |
BOX BEAM, CB | LF |
0.00 | 0017 | $119.430219 | $-2,454.29 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR02332701901 | Fed/State Project Number | STP BRZ 9030 (062) | Category | 0001 BRIDGE - 023B00077N | |||||||
| 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 | |
| 0255 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 6.000 | 6.000 | 8.00 | 48.00 | |||
| 0260 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 8.690 | 8.690 | 139.86 | 1,215.38 | |||
| 0265 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 120.000 | 120.000 | 40.00 | 4,800.00 | |||
| 0270 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0275 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,400.00 | 2,800.00 | |||
| 0280 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 10.000 | 10.000 | 23.00 | 230.00 | |||
| 0285 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,341.57 | 2,683.14 | |||
| 0290 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 58.00 | 58.000 | 58.000 | 58.000 | 81.39 | 4,720.62 | |||
| 0295 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 117.00 | 117.000 | 117.000 | 117.000 | 351.76 | 41,155.92 | |||
| 0300 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,497.43 | 4,497.43 | |||
| 0305 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 130.00 | 130.000 | 100.380 | 100.380 | 56.86 | 5,707.60 | |||
| 0310 | CONCRETE-CLASS AA | 08104 | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 4,423.66 | 39,812.94 | |||
| 0315 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,240.00 | 1,240.000 | 1,240.000 | 1,240.000 | 1.62 | 2,008.80 | |||
| 0320 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,175.74 | 29,175.74 | |||
| 0325 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 146.00 | 146.000 | 146.000 | 146.000 | 250.53 | 36,577.38 | |||
| 0330 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 48.66 | 48.660 | 48.660 | 48.660 | 167.44 | 8,147.63 | |||
| 0335 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,559.58 | 2,559.58 | |||
| 0340 | MAINTAIN & CONTROL TRAFFIC | 21741NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,748.24 | 12,748.24 | |||
| 0345 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 2.00 | 2.000 | 3.750 | 3.750 | 1,040.31 | 3,901.16 | |||
| 0350 | CONCRETE SEALING | 23378EC | SQFT | 584.00 | 584.000 | 584.000 | 584.000 | 9.97 | 5,822.48 | |||
| 0355 | CONCRETE COATING See General Notes | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,686.10 | 5,686.10 | |||
| Project | BR02332701901 | Fed/State Project Number | STP BRZ 9030 (062) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0360 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.86 | 28,142.86 | |||
| 0365 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.58 | 0.00 | |||
| SUBTOT | $0.00 |
$956,848.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR03107431900 | Fed/State Project Number | STP BRZ 9030 (104) | Category | 0001 BRIDGE - 031B00004N | |||||||
| 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 | |
| 0630 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 8.790 | 8.790 | 139.86 | 1,229.36 | |||
| 0635 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 200.00 | 200.000 | 25.000 | 25.000 | 40.00 | 1,000.00 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,400.00 | 5,600.00 | |||
| 0645 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,854.80 | 19,854.80 | |||
| 0655 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,258.88 | 4,517.76 | |||
| 0660 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 48.00 | 48.000 | 48.000 | 48.000 | 81.89 | 3,930.72 | |||
| 0665 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 135.00 | 135.000 | 135.000 | 135.000 | 257.37 | 34,744.95 | |||
| 0670 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,871.15 | 1,871.15 | |||
| 0675 | CONCRETE-CLASS A | 08100 | CUYD | 2.50 | 2.500 | 2.500 | 2.500 | 4,212.22 | 10,530.55 | |||
| 0680 | CONCRETE-CLASS AA | 08104 | CUYD | 17.00 | 17.000 | 17.000 | 17.000 | 4,357.79 | 74,082.43 | |||
| 0685 | STEEL REINFORCEMENT (REVISED: 7-12-19) | 08150 | LB | 458.00 | 458.000 | 0.000 | 0.000 | 5.12 | 0.00 | |||
| 0690 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,150.00 | 2,150.000 | 2,150.000 | 2,150.000 | 1.45 | 3,117.50 | |||
| 0695 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,707.01 | 37,707.01 | |||
| 0700 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 216.00 | 216.000 | 216.000 | 216.000 | 234.98 | 50,755.68 | |||
| 0705 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,214.45 | 2,214.45 | |||
| 0710 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 10.00 | 10.000 | 3.000 | 3.000 | 345.08 | 1,035.24 | |||
| 0715 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 40.00 | 40.000 | 15.000 | 15.000 | 126.52 | 1,897.80 | |||
| 0720 | CONCRETE COATING Approx. 2180 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,807.71 | 16,807.71 | |||
| 0725 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 200.00 | 15,000.00 | |||
| 0730 | CLASSIC BRIDGE RAIL | 25024ED | LF | 72.00 | 72.000 | 72.000 | 72.000 | 588.65 | 42,382.80 | |||
| 8002 | PROJECT WAGE RATE ADJUSTMENT LOCALITY 3 RATES | 10301NS | DOLL | 0.00 | 6,979.660 | 6,979.660 | 6,979.660 | 1.00 | 6,979.66 | |||
| Project | BR03107431900 | Fed/State Project Number | STP BRZ 9030 (104) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0735 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.58 | 0.00 | |||
| 0740 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.86 | 28,142.86 | |||
| SUBTOT | $0.00 |
$1,320,251.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0700-1-0I |
BOX BEAM, CB | LF |
216.00 | 0001 | $125.985480 | $27,212.86 | ||||||
0700-1-0A |
BOX BEAM, CB | LF |
216.00 | 0005 | $125.985480 | $-27,212.86 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07404781902 | Fed/State Project Number | STP BRZ 9030 (064) | Category | 0001 BRIDGE - 074B00027N | |||||||
| 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 | |
| 0530 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 104.96 | 10,496.00 | |||
| 0535 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 0.000 | 0.000 | 116.05 | 0.00 | |||
| 0540 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0545 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0550 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0555 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,697.07 | 50,697.07 | |||
| 0560 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,305.11 | 2,610.22 | |||
| 0565 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 81.77 | 4,088.50 | |||
| 0570 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 156.00 | 156.000 | 138.890 | 138.890 | 282.32 | 39,211.42 | |||
| 0575 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,533.54 | 6,533.54 | |||
| 0580 | CONCRETE-CLASS AA | 08104 | CUYD | 38.00 | 38.000 | 38.000 | 38.000 | 3,333.79 | 126,684.02 | |||
| 0585 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 88.00 | 88.000 | 88.000 | 88.000 | 59.25 | 5,214.00 | |||
| 0590 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,610.00 | 5,610.000 | 5,610.000 | 5,610.000 | 1.31 | 7,349.10 | |||
| 0595 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 98,000.00 | 98,000.00 | |||
| 0600 | PRECAST PC BOX BEAM CB33-48 | 08665 | LF | 616.00 | 616.000 | 616.000 | 616.000 | 265.01 | 163,246.16 | |||
| 0605 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,383.71 | 2,383.71 | |||
| 0610 | RAIL SYSTEM TYPE III | 21532ED | LF | 176.00 | 176.000 | 176.000 | 176.000 | 138.29 | 24,339.04 | |||
| 0615 | CONCRETE COATING Approx 5180 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,246.27 | 26,246.27 | |||
| Project | BR07404781902 | Fed/State Project Number | STP BRZ 9030 (064) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0620 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.86 | 28,142.86 | |||
| 0625 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.58 | 0.00 | |||
| SUBTOT | $0.00 |
$1,928,993.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0600-1-0I |
BOX BEAM, CB | LF |
616.00 | 0010 | $159.000000 | $93,046.80 | ||||||
0600-1-0A |
BOX BEAM, CB | LF |
334.40 | 0015 | $159.000000 | $-50,511.12 | ||||||
0600-1-0A |
BOX BEAM, CB | LF |
250.80 | 0017 | $159.000000 | $-37,883.34 | ||||||
0600-10C |
BOX BEAM, CB | LF |
0.00 | 0018 | $151.050000 | $-4,652.34 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR07407001901 | Fed/State Project Number | STP BRZ 9030 (063) | Category | 0001 BRIDGE - 074B00026N | |||||||
| 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 | |
| 0370 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 14.000 | 0.000 | 14.000 | 8.00 | 112.00 | 112.00 | |
| 0375 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 30.660 | 30.660 | 136.27 | 4,178.03 | |||
| 0380 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 212.50 | 212.500 | 250.000 | 0.000 | 250.000 | 30.00 | 7,500.00 | 7,500.00 | |
| 0385 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 100.000 | 0.000 | 100.000 | 40.00 | 4,000.00 | 4,000.00 | |
| 0390 | REMOVE GUARDRAIL | 02381 | LF | 342.00 | 342.000 | 342.000 | 342.000 | 6.00 | 2,052.00 | |||
| 0395 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 32.00 | 32.000 | 32.000 | 0.000 | 32.000 | 23.00 | 736.00 | 736.00 | |
| 0400 | CLEARING AND GRUBBING Less than 1 acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,064.55 | 7,064.55 | |||
| 0405 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 106,123.96 | 84,899.16 | |||
| 0410 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,224.25 | 6,448.50 | |||
| 0415 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,145.18 | 2,145.18 | |||
| 0420 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 245,000.00 | 245,000.00 | |||
| 0425 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 95.21 | 6,569.49 | |||
| 0430 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 688.00 | 688.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0435 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,583.43 | 32,583.43 | |||
| 0440 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 500.00 | 500.000 | 507.500 | 507.500 | 56.17 | 28,506.27 | |||
| 0445 | TEST PILES | 08033 | LF | 141.00 | 141.000 | 141.000 | 141.000 | 99.36 | 14,009.76 | |||
| 0450 | PILES-STEEL HP12X53 | 08046 | LF | 727.00 | 727.000 | 708.930 | 708.930 | 92.83 | 65,809.97 | |||
| 0455 | PILE POINTS-12 IN | 08094 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 118.07 | 3,305.96 | |||
| 0460 | CONCRETE-CLASS A | 08100 | CUYD | 194.00 | 194.000 | 194.000 | 194.000 | 928.37 | 180,103.78 | |||
| 0465 | CONCRETE-CLASS AA | 08104 | CUYD | 92.00 | 92.000 | 92.000 | 92.000 | 2,464.37 | 226,722.04 | |||
| 0470 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 277.00 | 277.000 | 0.000 | 0.000 | 39.48 | 0.00 | |||
| 0475 | STEEL REINFORCEMENT | 08150 | LB | 13,500.00 | 13,500.000 | 13,500.000 | 13,500.000 | 1.31 | 17,685.00 | |||
| 0480 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 13,000.00 | 13,000.000 | 13,000.000 | 13,000.000 | 1.41 | 18,330.00 | |||
| 0485 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 736.00 | 736.000 | 736.000 | 736.000 | 270.60 | 199,161.60 | |||
| 0490 | PRECAST PC BOX BEAM CB42-48 | 08666 | LF | 688.00 | 688.000 | 688.000 | 688.000 | 390.00 | 268,320.00 | |||
| 0495 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 357.00 | 357.000 | 343.000 | 0.000 | 343.000 | 150.00 | 51,450.00 | 51,450.00 | |
| 0500 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.500 | 0.500 | 8,668.46 | 4,334.23 | |||
| 0505 | CONCRETE SEALING | 23378EC | SQFT | 5,725.00 | 5,725.000 | 0.000 | 0.000 | 4.13 | 0.00 | |||
| 0510 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 78.73 | 0.00 | |||
| 0515 | CONCRETE COATING Approx. 1400 SF | 24982EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,067.73 | 0.00 | |||
| 8001 | UTILITY RELOCATION | 24844EC | DOLL | 0.00 | 5,504.520 | 5,504.520 | 5,504.520 | 1.00 | 5,504.52 | |||
| Project | BR07407001901 | Fed/State Project Number | STP BRZ 9030 (063) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0520 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.86 | 28,142.86 | |||
| 0525 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.57 | 0.00 | |||
| SUBTOT | $63,798.00 |
$3,443,667.59 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0485-1-0I |
BOX BEAM, CB | LF |
736.00 | 0020 | $137.858300 | $101,463.71 | ||||||
0490-1-0I |
BOX BEAM, CB | LF |
688.00 | 0023 | $235.688340 | $162,153.58 | ||||||
0490-1-0A |
BOX BEAM, CB | LF |
688.00 | 0025 | $235.688340 | $-162,153.58 | ||||||
0485-1-0A |
BOX BEAM, CB | LF |
736.00 | 0026 | $137.858300 | $-101,463.71 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR08512431900 | Fed/State Project Number | STP BRZ 9030 (105) | Category | 0001 BRIDGE - 085B00034N | |||||||
| 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 | |
| 0150 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 6.000 | 6.000 | 8.00 | 48.00 | |||
| 0155 | GRANULAR EMBANKMENT | 02223 | CUYD | 28.00 | 28.000 | 7.400 | 7.400 | 116.05 | 858.77 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 30.00 | 3,000.00 | |||
| 0165 | REMOVE GUARDRAIL | 02381 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 6.00 | 600.00 | |||
| 0170 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0175 | CONCRETE-CLASS B | 02555 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 4,050.34 | 4,050.34 | |||
| 0180 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,124.25 | 2,248.50 | |||
| 0185 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 54.00 | 54.000 | 54.000 | 54.000 | 81.56 | 4,404.24 | |||
| 0190 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 131.00 | 131.000 | 131.000 | 131.000 | 252.79 | 33,115.49 | |||
| 0195 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,033.50 | 2,033.50 | |||
| 0200 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 74.00 | 74.000 | 48.180 | 48.180 | 55.19 | 2,659.05 | |||
| 0205 | CONCRETE-CLASS AA | 08104 | CUYD | 34.00 | 34.000 | 34.000 | 34.000 | 1,304.94 | 44,367.96 | |||
| 0210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 8,440.00 | 8,440.000 | 8,440.000 | 8,440.000 | 1.29 | 10,887.60 | |||
| 0215 | REMOVE SUPERSTRUCTURE | 08301 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,548.01 | 19,548.01 | |||
| 0220 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,999.69 | 0.00 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC | 21741NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 16,520.92 | 16,520.92 | |||
| 0230 | CONCRETE SEALING | 23378EC | SQFT | 594.00 | 594.000 | 594.000 | 594.000 | 4.87 | 2,892.78 | |||
| 0235 | CONCRETE COATING Approx. 567 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,378.15 | 4,378.15 | |||
| 0240 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 42.00 | 42.000 | 42.000 | 42.000 | 150.00 | 6,300.00 | |||
| Project | BR08512431900 | Fed/State Project Number | STP BRZ 9030 (105) | Category | 0002 MOBILIZATION/DEMOBILIZATION | |||||||
| 0245 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.86 | 28,142.86 | |||
| 0250 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.56 | 0.00 | |||
| SUBTOT | $0.00 |
$3,629,723.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | BR09410161900 | Fed/State Project Number | STP BRZ 9030 (125) | Category | 0001 BRIDGE - 116C00028N | |||||||
| 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 | |
| 0745 | ENTRANCE PIPE-15 IN | 00440 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 88.09 | 2,114.16 | |||
| 0750 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 8.00 | 80.00 | |||
| 0755 | GRANULAR EMBANKMENT | 02223 | CUYD | 30.00 | 30.000 | 15.500 | 15.500 | 126.47 | 1,960.28 | |||
| 0760 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 87.50 | 87.500 | 104.750 | 104.750 | 30.00 | 3,142.50 | |||
| 0765 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 0770 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,400.00 | 4,200.00 | |||
| 0775 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 14.00 | 14.000 | 3.000 | 3.000 | 23.00 | 69.00 | |||
| 0780 | CLEARING AND GRUBBING Less than 1 Acre | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,146.39 | 3,146.39 | |||
| 0785 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,921.46 | 8,921.46 | |||
| 0790 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,495.67 | 35,495.67 | |||
| 0795 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0800 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,217.78 | 3,217.78 | |||
| 0805 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,433.38 | 25,433.38 | |||
| 0810 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 78.99 | 3,159.60 | |||
| 0815 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 353.00 | 353.000 | 353.000 | 353.000 | 98.62 | 34,812.86 | |||
| 0820 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,717.13 | 14,717.13 | |||
| 0825 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 258.00 | 158.000 | 129.930 | 129.930 | 55.41 | 7,199.42 | |||
| 0830 | TEST PILES | 08033 | LF | 66.00 | 98.000 | 97.800 | 97.800 | 54.79 | 5,358.46 | |||
| 0835 | PILES-STEEL HP12X53 | 08046 | LF | 179.00 | 316.000 | 315.580 | 315.580 | 83.29 | 26,284.65 | |||
| 0840 | PILE POINTS-12 IN | 08094 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 118.07 | 944.56 | |||
| 0845 | CONCRETE-CLASS A | 08100 | CUYD | 38.60 | 38.600 | 38.600 | 38.600 | 841.73 | 32,490.77 | |||
| 0850 | CONCRETE-CLASS AA (REVISED: 7-12-19) | 08104 | CUYD | 20.50 | 20.500 | 20.500 | 20.500 | 3,785.03 | 77,593.11 | |||
| 0855 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 5,449.00 | 5,449.000 | 5,449.000 | 5,449.000 | 1.31 | 7,138.19 | |||
| 0860 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 299.39 | 68,859.70 | |||
| 0865 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.250 | 0.250 | 4,483.31 | 1,120.82 | |||
| 0870 | CONCRETE SEALING | 23378EC | SQFT | 958.00 | 958.000 | 920.000 | 920.000 | 6.04 | 5,556.80 | |||
| 0875 | CONCRETE COATING Approx. 3880 SF | 24982EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 24,959.74 | 24,959.74 | |||
| 0880 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 81.25 | 81.250 | 81.250 | 81.250 | 150.00 | 12,187.50 | |||
| 8000 | REMOVE - ABANDONED OIL TANK | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,350.00 | 2,350.00 | |||
| Project | BR09410161900 | Fed/State Project Number | STP BRZ 9030 (125) | Category | 0002 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0885 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,142.85 | 28,142.85 | |||
| 0890 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,428.55 | 0.00 | |||
| SUBTOT | $0.00 |
$4,070,430.58 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0860-1-0I |
BOX BEAM, CB | LF |
230.00 | 0006 | $145.114000 | $31,707.41 | ||||||
0860-1-0A |
BOX BEAM, CB | LF |
218.50 | 0010 | $145.114000 | $-30,122.04 | ||||||
0860-10C |
BOX BEAM, CB | LF |
0.00 | 0011 | $137.858304 | $-1,585.37 | ||||||
| SUBTOT | $0.00 |
|||||||||||