|
Report_Id: 227030 Est NO 0010 |
Date:09/20/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 227030 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Hayes, Vincent | ||||||
| Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | ADDR SN 0 VC Code KY0026324 | |||||
| 3637 E LAUREL ROAD | |||||||
| LONDON , KY , 40741 | |||||||
| Pay Period | 08/12/2023 TO 08/25/2023 | ||||||
| Date Approved | 09/04/2023 | ||||||
| Primary Proj Number | MB06015642201 | ||||||
| Project No. | FD51 060 1111 C010 00.02, FD51 060 1399 C015 00.11, FD51 060 1555 C009 00.02, FD51 060 1564 C012 00.02, FD51 098 1971 C00135N 00.01 | ||||||
| Primary County | KNOTT | ||||||
| Name of Road | VARIOUS ROUTES IN DISTRICT 12 - 5 LOCATIONS | ||||||
| Description | BRIDGE 060C012 OVER CANEY FORK AT MP 00.02 | ||||||
| Date Let | 12/08/2022 | Formal Acceptance | |||||
| Date Awarded | 12/16/2022 | Date Work Began | 04/26/2023 | ||||
| Date Contract Executed | 02/08/2023 | Open To Traffic | |||||
| Date NTP Issued | 02/08/2023 | Actual Completion Date | |||||
| Current Contract Amount | $2,205,187.34 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,200,809.83 |
Total Earnings | $1,339,574.46 |
$1,068,049.08 |
$271,525.38 |
|
| Percent Complete | 62.55 |
Stockpiled Materials | $39,828.86 |
$59,797.67 |
$-19,968.81 |
|
| Funds Available | $825,784.02 |
Gross Earnings | $1,379,403.32 |
$1,127,846.75 |
$251,556.57 |
|
| Total Change Orders | $4,377.51 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,379,403.32 |
$1,127,846.75 |
$251,556.57 |
|||
| Contract Id | 227030 | Change Order Summary |
County | KNOTT | ||||||
| Estimate Nbr | 0010 | Project Number | FD51 060 1111 C010 00.02, FD51 060 1399 C015 00.11, FD51 060 1555 C009 00.02, FD51 060 1564 C012 00.02, FD51 098 1971 C00135N 00.01 | |||||||
| Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | Period | 08/12/2023 TO 08/25/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Hylton Church Bridge Waterline Work | Approved | 09/14/2023 | $4,377.51 | 1.0 | |||||
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 | 227030 | COMMONWEALTH OF KENTUCKY |
County | KNOTT | ||||||
| Contract Type | BRRL BRIDGE REPLACEMENT | TRANSPORTATION CABINET |
Primary Project Number | MB06015642201 | ||||||
| Estimate Nbr | 0010 | Period | 08/12/2023 TO 08/25/2023 | |||||||
| Contractor | IRVINE CONTRACTING LIMITED LIABILITY COMPANY | |||||||||
| Project | MB06011112201 | Fed/State Project Number | FD51 060 1111 C010 00.02 | 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 | |
| 0740 | EDGE KEY | 02585 | LF | 21.00 | 21.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 0745 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 117.00 | 117.000 | 0.000 | 0.000 | 292.00 | 0.00 | |||
| Project | MB06011112201 | Fed/State Project Number | FD51 060 1111 C010 00.02 | Category | 0002 ROADWAY | |||||||
| 0750 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0755 | GRANULAR EMBANKMENT | 02223 | CUYD | 337.00 | 337.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0760 | FENCE-4 FT CHAIN LINK | 02273 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0765 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0770 | MAINTAIN & CONTROL TRAFFIC (CR 1111) | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0775 | DIVERSIONS (BY-PASS DETOURS) (CR 1111) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0780 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0785 | REMOVE STRUCTURE (CR 1111) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 39,500.00 | 0.00 | |||
| 0790 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | MB06011112201 | Fed/State Project Number | FD51 060 1111 C010 00.02 | Category | 0003 BRIDGE - 060C010 | |||||||
| 0795 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 109.00 | 109.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0800 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0805 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.40 | 24.400 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0810 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,000.00 | 0.00 | |||
| 0815 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 71.00 | 71.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0820 | CONCRETE-CLASS A | 08100 | CUYD | 93.70 | 93.700 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0825 | CONCRETE-CLASS AA | 08104 | CUYD | 8.20 | 8.200 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0830 | STEEL REINFORCEMENT | 08150 | LB | 10,199.00 | 10,199.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 0835 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 833.00 | 833.000 | 0.000 | 0.000 | 3.16 | 0.00 | |||
| 0840 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 440.00 | 0.00 | |||
| 0845 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0850 | CONCRETE SEALING | 23378EC | SQFT | 1,871.00 | 1,871.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0855 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 203.00 | 0.00 | |||
| Project | MB06011112201 | Fed/State Project Number | FD51 060 1111 C010 00.02 | Category | 0004 DEMOBILIZATION | |||||||
| 0860 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,682.83 | 0.00 | |||
| SUBTOT | $0.00 |
$0.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0840-1-0I |
BOX BEAM, CB | LF |
102.00 | 0004 | $199.155200 | $19,298.14 | ||||||
0840-1-1I |
BOX BEAM, CB | LF |
102.00 | 0005 | $199.155200 | $19,298.14 | ||||||
0840-10C |
BOX BEAM, CB | LF |
0.00 | 0005 | $189.197451 | $-19,298.14 | ||||||
| SUBTOT | $19,298.14 |
|||||||||||
| Project | MB06013992201 | Fed/State Project Number | FD51 060 1399 C015 00.11 | 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 | |
| 0420 | CRUSHED STONE BASE | 00003 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 161.00 | 0.00 | |||
| 0425 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| Project | MB06013992201 | Fed/State Project Number | FD51 060 1399 C015 00.11 | Category | 0002 ROADWAY | |||||||
| 0430 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0435 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 587.50 | 587.500 | 0.000 | 0.000 | 42.66 | 0.00 | |||
| 0440 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0445 | TEMPORARY SIGNS | 02562 | SQFT | 27.00 | 27.000 | 96.000 | 96.000 | 25.00 | 2,400.00 | |||
| 0450 | MAINTAIN & CONTROL TRAFFIC (CR 1399) | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.000 | 0.400 | 42,000.00 | 16,800.00 | 16,800.00 | |
| 0455 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 4,000.00 | 2,000.00 | 2,000.00 | |
| 0460 | REMOVE STRUCTURE (CR 1399) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,500.00 | 0.00 | |||
| 0465 | TEMP MULCH | 05952 | SQYD | 194.00 | 194.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0470 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 145.00 | 145.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0475 | SEEDING AND PROTECTION | 05985 | SQYD | 16.00 | 16.000 | 0.000 | 0.000 | 5.29 | 0.00 | |||
| 0480 | AGRICULTURAL LIMESTONE | 05992 | TON | 0.01 | 0.010 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0570 | EROSION CONTROL (CR 1399) (ADDED 12-6-2022) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | MB06013992201 | Fed/State Project Number | FD51 060 1399 C015 00.11 | Category | 0003 BRIDGE - 060C015 | |||||||
| 0485 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 0490 | MASONRY COATING | 02998 | SQYD | 74.00 | 74.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0495 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 124.00 | 0.00 | |||
| 0500 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 103.00 | 103.000 | 103.000 | 0.000 | 103.000 | 80.00 | 8,240.00 | 8,240.00 | |
| 0505 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 188.00 | 188.000 | 0.000 | 0.000 | 64.00 | 0.00 | |||
| 0510 | TEST PILES | 08033 | LF | 41.00 | 41.000 | 41.000 | 0.000 | 41.000 | 272.00 | 11,152.00 | 11,152.00 | |
| 0515 | PRE-DRILLING FOR PILES | 08039 | LF | 66.00 | 66.000 | 40.000 | 0.000 | 40.000 | 718.00 | 28,720.00 | 28,720.00 | |
| 0520 | PILES-STEEL HP14X89 | 08051 | LF | 80.00 | 80.000 | 80.000 | 0.000 | 80.000 | 272.00 | 21,760.00 | 21,760.00 | |
| 0525 | PILE POINTS-14 IN | 08095 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0530 | CONCRETE-CLASS A | 08100 | CUYD | 45.00 | 45.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0535 | CONCRETE-CLASS AA | 08104 | CUYD | 9.00 | 9.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0540 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 9,163.00 | 9,163.000 | 0.000 | 0.000 | 2.56 | 0.00 | |||
| 0545 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0550 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 345.00 | 0.00 | |||
| 0555 | CONCRETE SEALING | 23378EC | SQFT | 565.00 | 565.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0560 | RAIL SYSTEM SIDE MOUNTED MGS | 25017ED | LF | 76.00 | 76.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| Project | MB06013992201 | Fed/State Project Number | FD51 060 1399 C015 00.11 | Category | 0004 DEMOBILIZATION | |||||||
| 0565 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,682.80 | 0.00 | |||
| SUBTOT | $88,672.00 |
$91,072.00 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0550-1-0I |
BOX BEAM, CB | FT |
132.00 | 0005 | $163.721810 | $20,530.72 | ||||||
| SUBTOT | $20,530.72 |
|||||||||||
| Project | MB06015552201 | Fed/State Project Number | FD51 060 1555 C009 00.02 | 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 | |
| 0265 | TRAFFIC BOUND BASE | 00020 | TON | 151.00 | 151.000 | 25.760 | 51.120 | 76.880 | 82.60 | 2,127.77 | 6,350.28 | |
| 0270 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 145.00 | 145.000 | 0.000 | 0.000 | 292.00 | 0.00 | |||
| Project | MB06015552201 | Fed/State Project Number | FD51 060 1555 C009 00.02 | Category | 0002 ROADWAY | |||||||
| 0275 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0280 | GRANULAR EMBANKMENT | 02223 | CUYD | 55.00 | 55.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0285 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 42.66 | 0.00 | |||
| 0290 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0295 | MAINTAIN & CONTROL TRAFFIC (CR 1555) | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.300 | 0.500 | 8,000.00 | 1,600.00 | 4,000.00 | |
| 0300 | DIVERSIONS (BY-PASS DETOURS) (CR 1555) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 30,000.00 | 15,000.00 | |||
| 0305 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 4,000.00 | 1,200.00 | |||
| 0310 | REMOVE STRUCTURE (CR 1555) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,500.00 | 21,500.00 | |||
| 0315 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0320 | STEEL POST TYPE 1 | 06410 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0330 | BARCODE SIGN INVENTORY | 24631EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0420 | EROSION CONTROL (CR 1555) | 21415ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| Project | MB06015552201 | Fed/State Project Number | FD51 060 1555 C009 00.02 | Category | 0003 BRIDGE - 060C009 | |||||||
| 0335 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 75.00 | 75.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0345 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 123.00 | 0.00 | |||
| 0350 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0355 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 115.00 | 115.000 | 105.310 | 0.000 | 105.310 | 64.00 | 6,739.84 | 6,739.84 | |
| 0360 | PRE-DRILLING FOR PILES | 08039 | LF | 83.00 | 83.000 | 134.500 | 134.500 | 450.00 | 60,525.00 | |||
| 0365 | PILES-STEEL HP14X89 | 08051 | LF | 107.00 | 107.000 | 156.660 | 156.660 | 210.00 | 32,898.60 | |||
| 0370 | CONCRETE-CLASS A | 08100 | CUYD | 40.60 | 40.600 | 17.960 | 18.640 | 36.600 | 1,100.00 | 19,756.00 | 40,260.00 | |
| 0375 | CONCRETE-CLASS A MOD | 08101 | CUYD | 3.20 | 3.200 | 3.200 | 3.200 | 1,400.00 | 4,480.00 | |||
| 0380 | CONCRETE-CLASS AA | 08104 | CUYD | 10.20 | 10.200 | 16.720 | 0.000 | 16.720 | 2,050.00 | 34,276.00 | 34,276.00 | |
| 0385 | STEEL REINFORCEMENT | 08150 | LB | 4,966.00 | 4,966.000 | 2,196.780 | 2,279.950 | 4,476.730 | 2.61 | 5,733.59 | 11,684.26 | |
| 0390 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,084.00 | 2,084.000 | 1,789.800 | 0.000 | 1,789.800 | 2.78 | 4,975.64 | 4,975.64 | |
| 0395 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0400 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 129.00 | 129.000 | 129.000 | 0.000 | 129.000 | 350.00 | 45,150.00 | 45,150.00 | |
| 0405 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 0410 | CONCRETE SEALING | 23378EC | SQFT | 1,462.00 | 1,462.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | MB06015552201 | Fed/State Project Number | FD51 060 1555 C009 00.02 | Category | 0004 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0415 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,682.79 | 0.00 | |||
| SUBTOT | $120,358.85 |
$396,611.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0400-1-0I |
BOX BEAM, CB | LF |
129.00 | 0001 | $162.944180 | $19,968.81 | ||||||
0400-1-0A |
BOX BEAM, CB | LF |
129.00 | 0010 | $162.944180 | -19,968.81 | $-19,968.81 | |||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB06015642201 | Fed/State Project Number | FD51 060 1564 C012 00.02 | 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 | DGA BASE | 00001 | TON | 81.00 | 81.000 | 102.600 | 102.600 | 119.00 | 12,209.40 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 30.00 | 30.000 | 25.410 | 25.410 | 82.60 | 2,098.86 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 97.00 | 97.000 | 77.250 | 77.250 | 95.20 | 7,354.20 | |||
| 0020 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 43.00 | 43.000 | 43.890 | 43.890 | 340.00 | 14,922.60 | |||
| 0025 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 29.00 | 29.000 | 29.010 | 29.010 | 325.25 | 9,435.50 | |||
| 0030 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.20 | 0.200 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| Project | MB06015642201 | Fed/State Project Number | FD51 060 1564 C012 00.02 | Category | 0002 ROADWAY | |||||||
| 0035 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,224.00 | 1,224.00 | |||
| 0040 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0045 | TEMP DITCH | 02159 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0050 | CLEAN TEMP DITCH | 02160 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0055 | ROADWAY EXCAVATION | 02200 | CUYD | 57.00 | 57.000 | 57.000 | 57.000 | 97.00 | 5,529.00 | |||
| 0060 | WATER | 02242 | MGAL | 100.00 | 100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0065 | REMOVE & REPLACE FENCE | 02268 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 100.00 | 16,500.00 | |||
| 0070 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 75.00 | 300.00 | |||
| 0075 | CHANNEL LINING CLASS III | 02484 | TON | 162.00 | 162.000 | 152.990 | 152.990 | 80.00 | 12,239.20 | |||
| 0080 | CLEARING AND GRUBBING (CR 1564) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0085 | TEMPORARY SIGNS | 02562 | SQFT | 300.00 | 300.000 | 54.000 | 54.000 | 25.00 | 1,350.00 | |||
| 0090 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0095 | EDGE KEY | 02585 | LF | 53.00 | 53.000 | 53.000 | 53.000 | 51.00 | 2,703.00 | |||
| 0100 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 225.00 | 225.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0105 | MAINTAIN & CONTROL TRAFFIC (CR 1564) | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 8,000.00 | 7,600.00 | |||
| 0110 | DIVERSIONS (BY-PASS DETOURS) (CR 1564) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 0115 | TEMP SILT FENCE | 02701 | LF | 175.00 | 175.000 | 175.000 | 175.000 | 2.00 | 350.00 | |||
| 0120 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0125 | SILT TRAP TYPE B | 02704 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0130 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0135 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0140 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 4,000.00 | 3,800.00 | |||
| 0145 | REMOVE STRUCTURE (CR 1564) | 02731 | LS | 1.00 | 1.000 | 0.500 | 1.000 | 1.500 | 22,500.00 | 11,250.00 | 33,750.00 | |
| 0150 | EROSION CONTROL BLANKET | 05950 | SQYD | 755.00 | 755.000 | 141.450 | 0.000 | 141.450 | 5.29 | 748.27 | 748.27 | |
| 0155 | TEMP MULCH | 05952 | SQYD | 502.00 | 502.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0160 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 378.00 | 378.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0165 | INITIAL FERTILIZER | 05963 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0170 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0175 | SEEDING AND PROTECTION | 05985 | SQYD | 755.00 | 755.000 | 266.020 | 0.000 | 266.020 | 5.29 | 1,407.24 | 1,407.24 | |
| 0180 | AGRICULTURAL LIMESTONE | 05992 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0185 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 8.64 | 0.00 | |||
| 0190 | SAW CUT | 20430ED | LF | 53.00 | 53.000 | 53.000 | 53.000 | 8.00 | 424.00 | |||
| Project | MB06015642201 | Fed/State Project Number | FD51 060 1564 C012 00.02 | Category | 0003 BRIDGES - 060C012 | |||||||
| 0195 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 86.00 | 86.000 | 56.280 | 56.280 | 109.00 | 6,134.52 | |||
| 0200 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 123.00 | 2,952.00 | |||
| 0205 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0210 | TEST PILES | 08033 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 192.00 | 6,720.00 | |||
| 0215 | PRE-DRILLING FOR PILES | 08039 | LF | 30.00 | 30.000 | 75.000 | 75.000 | 880.00 | 66,000.00 | |||
| 0220 | PILES-STEEL HP12X53 | 08046 | LF | 70.00 | 70.000 | 67.450 | 67.450 | 191.00 | 12,882.95 | |||
| 0225 | CONCRETE-CLASS A | 08100 | CUYD | 30.10 | 30.100 | 23.210 | 23.210 | 1,100.00 | 25,531.00 | |||
| 0230 | CONCRETE-CLASS AA | 08104 | CUYD | 6.90 | 6.900 | 6.900 | 6.900 | 1,850.00 | 12,765.00 | |||
| 0235 | STEEL REINFORCEMENT | 08150 | LB | 2,163.00 | 2,163.000 | 2,163.000 | 2,163.000 | 2.61 | 5,645.43 | |||
| 0240 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,073.00 | 1,073.000 | 1,073.000 | 1,073.000 | 2.78 | 2,982.94 | |||
| 0245 | PRECAST PC BOX BEAM CB12-48 | 08661 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 395.00 | 40,290.00 | |||
| 0250 | CONCRETE SEALING | 23378EC | SQFT | 867.00 | 867.000 | 867.000 | 867.000 | 5.00 | 4,335.00 | |||
| 0255 | BRIDGE RAIL | 23539EC | LF | 68.00 | 68.000 | 68.000 | 68.000 | 285.00 | 19,380.00 | |||
| Project | MB06015642201 | Fed/State Project Number | FD51 060 1564 C012 00.02 | Category | 0004 DEMOBILIZATION | |||||||
| 0260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,682.79 | 0.00 | |||
| SUBTOT | $13,405.51 |
$866,175.76 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0245-1-0I |
BOX BEAM, CB | LF |
102.00 | 0004 | $199.150000 | $19,298.14 | ||||||
0245-1-0A |
BOX BEAM, CB | LF |
102.00 | 0006 | $199.150000 | $-19,298.14 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | MB09819712201 | Fed/State Project Number | FD51 098 1971 C00135N 00.01 | 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 | |
| 0570 | TRAFFIC BOUND BASE | 00020 | TON | 110.00 | 110.000 | 151.120 | 151.120 | 82.60 | 12,482.51 | |||
| 0575 | EDGE KEY | 02585 | LF | 10.00 | 10.000 | 10.000 | 10.000 | 61.00 | 610.00 | |||
| 0580 | BRIDGE OVERLAY APPROACH PAVEMENT | 03304 | SQYD | 101.00 | 101.000 | 0.000 | 0.000 | 292.00 | 0.00 | |||
| 0585 | SAW CUT | 20430ED | LF | 51.00 | 51.000 | 51.000 | 51.000 | 8.00 | 408.00 | |||
| Project | MB09819712201 | Fed/State Project Number | FD51 098 1971 C00135N 00.01 | Category | 0002 ROADWAY | |||||||
| 0590 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 12.50 | 50.00 | 50.00 | |
| 0595 | GRANULAR EMBANKMENT | 02223 | CUYD | 118.00 | 118.000 | 118.000 | 0.000 | 118.000 | 73.00 | 8,614.00 | 8,614.00 | |
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 56.25 | 56.250 | 0.000 | 0.000 | 42.66 | 0.00 | |||
| 0605 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 75.00 | 150.00 | 150.00 | |
| 0610 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 0615 | MAINTAIN & CONTROL TRAFFIC (CR 1971) | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 8,000.00 | 7,200.00 | |||
| 0620 | DIVERSIONS (BY-PASS DETOURS) (CR 1971) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 60,000.00 | 30,000.00 | |||
| 0625 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 4,000.00 | 3,800.00 | |||
| 0630 | REMOVE STRUCTURE (CR 1971) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0635 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 6.00 | 6.000 | 6.000 | 0.000 | 6.000 | 100.00 | 600.00 | 600.00 | |
| 0640 | STEEL POST TYPE 1 | 06410 | LF | 14.00 | 14.000 | 14.000 | 0.000 | 14.000 | 100.00 | 1,400.00 | 1,400.00 | |
| 0650 | BARCODE SIGN INVENTORY | 24631EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0740 | EROSION CONTROL (CR 1971) | 21415ND | LS | 1.00 | 1.000 | 0.600 | 0.400 | 1.000 | 5,000.00 | 3,000.00 | 5,000.00 | |
| 8000 | EW~ Waterline Relocation | 10090NX | LS | 0.00 | 1.000 | 0.000 | 0.000 | 4,377.51 | 0.00 | |||
| Project | MB09819712201 | Fed/State Project Number | FD51 098 1971 C00135N 00.01 | Category | 0003 BRIDGE - 098C00135N | |||||||
| 0655 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 166.00 | 166.000 | 139.810 | 139.810 | 109.00 | 15,239.29 | |||
| 0660 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 100.00 | 100.000 | 115.000 | 0.000 | 115.000 | 65.00 | 7,475.00 | 7,475.00 | |
| 0665 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 123.00 | 2,952.00 | |||
| 0670 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0675 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 234.00 | 234.000 | 49.240 | 49.240 | 64.00 | 3,151.36 | |||
| 0680 | TEST PILES | 08033 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 253.00 | 11,638.00 | |||
| 0685 | PRE-DRILLING FOR PILES | 08039 | LF | 96.00 | 96.000 | 104.000 | 104.000 | 469.00 | 48,776.00 | |||
| 0690 | PILES-STEEL HP14X89 | 08051 | LF | 114.00 | 114.000 | 116.084 | 116.084 | 222.00 | 25,770.64 | |||
| 0695 | PILE POINTS-14 IN | 08095 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 175.00 | 1,400.00 | |||
| 0700 | CONCRETE-CLASS A | 08100 | CUYD | 74.80 | 74.800 | 68.540 | 68.540 | 1,100.00 | 75,394.00 | |||
| 0705 | CONCRETE-CLASS AA | 08104 | CUYD | 12.20 | 12.200 | 23.180 | 23.180 | 2,000.00 | 46,360.00 | |||
| 0710 | STEEL REINFORCEMENT | 08150 | LB | 7,170.00 | 7,170.000 | 7,170.000 | 7,170.000 | 2.61 | 18,713.70 | |||
| 0715 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 1,181.00 | 1,181.000 | 1,181.000 | 1,181.000 | 2.78 | 3,283.18 | |||
| 0720 | PRECAST PC BOX BEAM CB17-48 | 08662 | LF | 144.00 | 144.000 | 144.000 | 144.000 | 359.00 | 51,696.00 | |||
| 0725 | GUARDRAIL-STEEL W BEAM-S FACE BR | 08801 | LF | 85.00 | 85.000 | 92.000 | 85.000 | 177.000 | 275.00 | 25,300.00 | 48,675.00 | |
| 0730 | CONCRETE SEALING | 23378EC | SQFT | 2,012.00 | 2,012.000 | 2,012.000 | 2,012.000 | 5.00 | 10,060.00 | |||
| Project | MB09819712201 | Fed/State Project Number | FD51 098 1971 C00135N 00.01 | Category | 0004 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0735 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,682.79 | 0.00 | |||
| SUBTOT | $49,089.00 |
$1,339,574.45 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0720-1-0I |
BOX BEAM, CB | LF |
144.00 | 0001 | $170.748330 | $23,358.37 | ||||||
0720-1-0A |
BOX BEAM, CB | LF |
144.00 | 0007 | $170.748330 | $-23,358.37 | ||||||
| SUBTOT | $0.00 |
|||||||||||