|
Report_Id: 211311 Est NO 0033 |
Date:03/06/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211311 | Estimate Number | 0033 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Keith, Jerry F. | ||||||
| Contractor | SUNESIS CONSTRUCTION CO | ADDR SN 0 VC Code KY0018823 | |||||
| 2610 CRESCENTVILLE RD | |||||||
| WEST CHESTER , OH , 45069 | |||||||
| Pay Period | 01/28/2023 TO 02/10/2023 | ||||||
| Date Approved | 02/20/2023 | ||||||
| Primary Proj Number | DE00800422111 | ||||||
| Project No. | CM 8124 (023), CM 8124 (023) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | US 42 | ||||||
| Description | INCREASE CAPACITY AND REDUCE CONGESTION ON US 42 AT I 71/75 | ||||||
| Date Let | 03/19/2021 | Formal Acceptance | |||||
| Date Awarded | 03/30/2021 | Date Work Began | 06/01/2021 | ||||
| Date Contract Executed | 05/10/2021 | Open To Traffic | |||||
| Date NTP Issued | 05/10/2021 | Actual Completion Date | |||||
| Current Contract Amount | $4,187,281.80 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,347,737.32 |
Total Earnings | $2,789,407.40 |
$2,615,139.86 |
$174,267.54 |
|
| Percent Complete | 67.90 |
Stockpiled Materials | $53,793.07 |
$136,581.76 |
$-82,788.69 |
|
| Funds Available | $1,344,081.33 |
Gross Earnings | $2,843,200.47 |
$2,751,721.62 |
$91,478.85 |
|
| Total Change Orders | $839,544.48 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,843,200.47 |
$2,751,721.62 |
$91,478.85 |
|||
| Contract Id | 211311 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0033 | Project Number | CM 8124 (023), CM 8124 (023) | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | Period | 01/28/2023 TO 02/10/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Storm Sewer Relocation | Approved | 05/02/2022 | $68,004.91 | 42.0 | |||||
| 002 | Revised Structure Design | Approved | 10/05/2022 | $629,539.57 | 297.0 | |||||
| 003 | Beam Seat Modification | Approved | 11/02/2022 | $142,000.00 | 208.0 | |||||
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 | 211311 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00800422111 | ||||||
| Estimate Nbr | 0033 | Period | 01/28/2023 TO 02/10/2023 | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | |||||||||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | 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 | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 160.00 | 160.000 | 78.330 | 78.330 | 50.69 | 3,970.54 | |||
| 0010 | JPC PAVEMENT-11 IN | 02071 | SQYD | 427.00 | 427.000 | 408.500 | 408.500 | 123.43 | 50,421.15 | |||
| 8009 | JPC PAVEMENT-11 IN (I-71/75 SHLD) | 02071 | SQYD | 0.00 | 63.000 | 63.000 | 63.000 | 143.85 | 9,062.55 | |||
| 8010 | CRUSHED STONE BASE (I-71/75) | 00003 | TON | 0.00 | 44.000 | 57.430 | 57.430 | 65.09 | 3,738.11 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0002 ROADWAY | |||||||
| 0015 | STANDARD INTEGRAL CURB | 01830 | LF | 698.00 | 698.000 | 429.500 | 429.500 | 6.98 | 2,997.91 | |||
| 0020 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 10.00 | 50.00 | |||
| 0025 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 520.00 | 2,520.000 | 2,360.000 | 2,360.000 | 5.27 | 12,437.20 | |||
| 0030 | REMOVE PAVEMENT | 02091 | SQYD | 83.00 | 83.000 | 400.800 | 400.800 | 16.37 | 6,561.09 | |||
| 0035 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,713.00 | 1,713.000 | 900.000 | 900.000 | 27.97 | 25,173.00 | |||
| 0040 | WATER | 02242 | MGAL | 20.00 | 20.000 | 0.000 | 0.000 | 7.79 | 0.00 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 255.00 | 255.000 | 165.000 | 165.000 | 32.50 | 5,362.50 | |||
| 0050 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0055 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0065 | REMOVE GUARDRAIL | 02381 | LF | 122.00 | 122.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0070 | CHANNEL LINING CLASS II | 02483 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 60.20 | 0.00 | |||
| 0075 | CLEARING AND GRUBBING (1.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.550 | 0.550 | 11,313.69 | 6,222.52 | |||
| 0080 | TEMPORARY SIGNS | 02562 | SQFT | 250.00 | 250.000 | 400.000 | 400.000 | 40.94 | 16,376.00 | |||
| 0085 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 271.74 | 271.74 | |||
| 0090 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.030 | 0.620 | 0.650 | 174,647.63 | 5,239.42 | 113,520.95 | |
| 0095 | TEMP SILT FENCE | 02701 | LF | 2,000.00 | 2,000.000 | 1,455.000 | 1,455.000 | 1.63 | 2,371.65 | |||
| 0100 | SILT TRAP TYPE B | 02704 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 288.45 | 288.45 | |||
| 0105 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 167.11 | 167.11 | |||
| 0110 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 67.82 | 0.00 | |||
| 0115 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 67.82 | 0.00 | |||
| 0120 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,061.00 | 1,061.000 | 0.000 | 0.000 | 55.05 | 0.00 | |||
| 0125 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.030 | 0.670 | 0.700 | 15,000.00 | 450.00 | 10,500.00 | |
| 0130 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 3,135.19 | 12,540.76 | |||
| 0135 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 5,000.00 | 5,000.000 | 3,100.000 | 3,100.000 | 45.45 | 140,895.00 | |||
| 0140 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 3.64 | 0.00 | |||
| 0145 | TEMP MULCH | 05952 | SQYD | 4,400.00 | 4,400.000 | 1,112.000 | 2,894.000 | 4,006.000 | 0.44 | 489.28 | 1,762.64 | |
| 0150 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 4,400.00 | 4,400.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 0155 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 737.14 | 0.00 | |||
| 0160 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 737.14 | 0.00 | |||
| 0165 | SEEDING AND PROTECTION | 05985 | SQYD | 8,800.00 | 8,800.000 | 606.000 | 606.000 | 1.88 | 1,139.28 | |||
| 0170 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0175 | SODDING | 05990 | SQYD | 150.00 | 150.000 | 0.000 | 0.000 | 17.90 | 0.00 | |||
| 0180 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 118.00 | 118.000 | 82.000 | 82.000 | 68.99 | 5,657.18 | |||
| 0185 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 271.00 | 271.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0190 | STEEL POST TYPE 2 | 06411 | LF | 435.00 | 435.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0195 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 1,965.00 | 1,965.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 705.00 | 705.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0215 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 9,000.00 | 9,000.000 | 11,302.000 | 11,302.000 | 3.19 | 36,053.38 | |||
| 0220 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 0225 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0240 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 6,416.67 | 38,500.02 | |||
| 0245 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0250 | SAW CUT | 20430ED | LF | 110.00 | 110.000 | 447.000 | 447.000 | 3.75 | 1,676.25 | |||
| 0255 | QWICK CURB MEDIAN SEPARATOR | 22680EN | LF | 202.00 | 202.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0260 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 48.00 | 48.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0265 | REMOVE & RESET LIGHT STANDARD | 23170ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0270 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 20.00 | 20.000 | 0.000 | 0.000 | 28.12 | 0.00 | |||
| 0275 | ADJUST LIGHTING JUNCTION BOX | 23556NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0280 | YIELD LINES | 23745EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0285 | ADJUST LIGHT POLE BASE | 23763EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0290 | BARCODE SIGN INVENTORY | 24631EC | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8003 | REMOVE PAVEMENT (I-71/75) | 02091 | SQYD | 0.00 | 63.000 | 67.300 | 67.300 | 74.94 | 5,043.46 | |||
| 8012 | TEMPORARY SHORING | 24423EC | LS | 0.00 | 1.000 | 0.500 | 0.500 | 40,002.00 | 20,001.00 | |||
| 8013 | STAKING STRUCTURE REVISION | 02726 | LS | 0.00 | 1.000 | 0.650 | 0.650 | 10,000.00 | 6,500.00 | |||
| 8018 | MAINTAIN & CONTROL TRAFFIC STRUCTURE REVISION | 02650 | LS | 0.00 | 1.000 | 0.630 | 0.630 | 432,984.30 | 272,780.10 | |||
| 8021 | COST PLUS WORK MAINTAIN & CONTROL TRAFFIC - REMOVE LANE CLOSURE | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 6,386.56 | 6,386.56 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0003 DRAINAGE | |||||||
| 0295 | STORM SEWER PIPE-18 IN | 00522 | LF | 11.00 | 11.000 | 11.000 | 11.000 | 214.32 | 2,357.52 | |||
| 0300 | STORM SEWER PIPE-15 IN EQUIV | 00551 | LF | 11.00 | 11.000 | 0.000 | 0.000 | 117.28 | 0.00 | |||
| 0305 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,181.70 | 0.00 | |||
| 0310 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,330.10 | 1,330.10 | |||
| 0315 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,327.44 | 0.00 | |||
| 0320 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 36.00 | 36.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0325 | CONCRETE-CLASS A | 08100 | CUYD | 6.00 | 6.000 | -38.700 | 38.700 | 0.000 | 1,182.68 | -45,769.71 | 0.00 | |
| 0330 | STEEL REINFORCEMENT | 08150 | LB | 710.00 | 710.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8001 | SAFELOADING | 02690 | CUYD | 0.00 | 4.000 | 0.000 | 0.000 | 802.58 | 0.00 | |||
| 8002 | REMOVE DROP BOX INLET | 01585 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,181.79 | 2,363.58 | |||
| 8004 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 0.00 | 110.000 | 103.800 | 103.800 | 2.00 | 207.60 | |||
| 8005 | CONNECT TO STORM SEWER STRUCTURE | 23794EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,160.00 | 2,320.00 | |||
| 8006 | DROP BOX INLET TYPE 11 | 01544 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 4,631.74 | 23,158.70 | |||
| 8007 | STORM SEWER PIPE-15 IN | 00521 | LF | 0.00 | 86.000 | 85.000 | 85.000 | 135.27 | 11,497.95 | |||
| 8008 | CRUSHED STONE BASE (Pipe Trench Backfill) | 00003 | TON | 0.00 | 63.000 | 38.950 | 38.950 | 62.72 | 2,442.94 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0004 BRIDGE | |||||||
| 0340 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 137.00 | 137.000 | 50.000 | 50.000 | 124.24 | 6,212.00 | |||
| 0345 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 180.20 | 180.200 | 168.340 | 168.340 | 872.24 | 146,832.88 | |||
| 0350 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 46.70 | 114.000 | 64.000 | 64.000 | 256.48 | 16,414.72 | |||
| 0355 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.030 | 0.650 | 0.680 | 20,006.76 | 600.20 | 13,604.59 | |
| 0360 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 589.00 | 589.000 | 18.980 | 18.980 | 42.84 | 813.10 | |||
| 0365 | TEST PILES | 08033 | LF | 192.00 | 192.000 | 137.370 | 137.370 | 183.74 | 25,240.36 | |||
| 0370 | PRE-DRILLING FOR PILES | 08039 | LF | 840.00 | 840.000 | 29.000 | 442.820 | 471.820 | 98.77 | 2,864.33 | 46,601.66 | |
| 0375 | PILES-STEEL HP14X89 | 08051 | LF | 648.00 | 648.000 | 719.810 | 719.810 | 87.48 | 62,968.97 | |||
| 0380 | CONCRETE-CLASS A | 08100 | CUYD | 281.50 | 212.400 | 38.700 | 169.350 | 208.050 | 1,055.41 | 40,844.36 | 219,578.05 | |
| 0385 | CONCRETE-CLASS AA | 08104 | CUYD | 288.50 | 0.000 | 0.000 | 0.000 | 1,032.72 | 0.00 | |||
| 0390 | STEEL REINFORCEMENT | 08150 | LB | 46,750.00 | 46,750.000 | 44,643.000 | 44,643.000 | 1.25 | 55,803.75 | |||
| 0395 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 116,372.00 | 116,372.000 | 63,044.000 | 63,044.000 | 1.35 | 85,109.40 | |||
| 0400 | HANDRAIL-METAL | 08256 | LF | 658.00 | 658.000 | 24.000 | 24.000 | 453.12 | 10,874.88 | |||
| 0405 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 47.00 | 47.000 | 0.000 | 0.000 | 449.13 | 0.00 | |||
| 0410 | ROCK SOUNDINGS | 20745ED | LF | 136.00 | 136.000 | 138.800 | 138.800 | 43.83 | 6,083.60 | |||
| 0415 | ROCK CORINGS | 20746ED | LF | 102.00 | 102.000 | 153.600 | 153.600 | 80.65 | 12,387.84 | |||
| 0420 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 100.00 | 100.000 | 130.620 | 130.620 | 953.22 | 124,509.59 | |||
| 0425 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 60.00 | 60.000 | 60.000 | 60.000 | 1,110.77 | 66,646.20 | |||
| 0430 | CONCRETE SEALING | 23378EC | SQFT | 19,609.00 | 19,609.000 | 6,232.000 | 6,232.000 | 2.10 | 13,087.20 | |||
| 0435 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 976.90 | 976.900 | 325.700 | 651.200 | 976.900 | 520.57 | 169,549.64 | 508,544.83 | |
| 0440 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 658.00 | 658.000 | 330.000 | 330.000 | 118.36 | 39,058.80 | |||
| 8011 | MOBILIZATION (Drill Equipment) | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 8014 | REMOVE CONCRETE MASONRY STRUCTURE REVISION | 02403 | CUYD | 0.00 | 8.400 | 3.000 | 3.000 | 3,286.93 | 9,860.79 | |||
| 8015 | COST PLUS WORK PILES-STEEL HP14X89 | 10080NSD | DOLL | 0.00 | 1.000 | 0.500 | 0.500 | 44,515.12 | 22,257.56 | |||
| 8016 | CONCRETE-CLASS A STRUCTURE REVISION | 08100 | CUYD | 0.00 | 69.100 | 69.100 | 69.100 | 1,196.36 | 82,668.47 | |||
| 8017 | CONCRETE-CLASS AA STRUCTURE REVISION | 08104 | CUYD | 0.00 | 291.500 | 167.600 | 167.600 | 1,102.47 | 184,773.97 | |||
| 8022 | COST PLUS WORK BEAM SEAT MODIFICATION | 10080NSD | DOLL | 0.00 | 142,000.000 | 100,000.000 | 100,000.000 | 1.00 | 100,000.00 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0005 SIGNALIZATION | |||||||
| 0445 | CABLE-NO. 14/7C (REVISED: 3-8-21) | 04845 | LF | 600.00 | 600.000 | 580.000 | 580.000 | 3.50 | 2,030.00 | |||
| 0450 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 425.00 | 850.00 | |||
| 0455 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 135.00 | 270.00 | |||
| 0460 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1,500.00 | 750.00 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0006 LIGHTING | |||||||
| 0465 | POLE 40 FT MTG HT | 04701 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0470 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0475 | BRACKET 12 FT | 04724 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0480 | POLE BASE | 04740 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0485 | TRANSFORMER BASE | 04750 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0490 | FUSED CONNECTOR KIT | 04780 | EACH | 27.00 | 27.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0495 | CONDUIT-2 IN | 04795 | LF | 670.00 | 670.000 | 420.000 | 420.000 | 10.00 | 4,200.00 | |||
| 0500 | TRENCHING AND BACKFILLING | 04820 | LF | 1,070.00 | 1,070.000 | 50.000 | 50.000 | 5.00 | 250.00 | |||
| 0505 | WIRE-NO. 12 | 04832 | LF | 1,026.00 | 1,026.000 | 150.000 | 150.000 | 0.75 | 112.50 | |||
| 0510 | WIRE-NO. 8 | 04833 | LF | 3,840.00 | 3,840.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0515 | WIRE-NO. 6 | 04834 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0520 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 650.00 | 1,950.00 | |||
| 0525 | BORE AND JACK CONDUIT | 21543EN | LF | 550.00 | 550.000 | 400.000 | 400.000 | 33.00 | 13,200.00 | |||
| 0530 | LED LUMINAIRE | 24589ED | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0535 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 935.00 | 935.000 | 30.000 | 30.000 | 3.50 | 105.00 | |||
| 0550 | REMOVE LIGHTING (ADDED: 3-8-21) | 04940 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 3,500.00 | 1,750.00 | |||
| Project | DE00800422111 | Fed/State Project Number | CM 8124 (023) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0540 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,800.00 | 22,800.00 | |||
| 0545 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| SUBTOT | $174,267.54 |
$2,789,407.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0435-1-0I |
HN 36" Tall Hybrid I-Beams with 49" Top Flange | LF |
976.90 | 0002 | $254.190000 | $248,315.22 | ||||||
0385-1-0I |
STAY IN PL FORMS | CUYD |
288.50 | 0009 | $53.430000 | $15,412.14 | ||||||
0395-1-0I |
STEEL, REINEPCOATED | LB |
70,706.63 | 0009 | $0.620000 | $43,788.97 | ||||||
0400-1-0I |
HANDRAIL | LF |
658.00 | 0014 | $53.060000 | $34,908.70 | ||||||
0400-1-0A |
HANDRAIL | LF |
24.00 | 0014 | $53.060000 | $-1,273.27 | ||||||
0395-1-0A |
STEEL, REINEPCOATED | LB |
2,748.00 | 0018 | $0.620000 | $-1,701.85 | ||||||
0385-1-0A |
STAY IN PL FORMS | CUYD |
15.60 | 0019 | $53.430000 | $-833.38 | ||||||
0395-1-0A |
STEEL, REINEPCOATED | LB |
1,049.00 | 0019 | $0.620000 | $-649.65 | ||||||
0435-1-0A |
HN 36" Tall Hybrid I-Beams with 49" Top Flange | LF |
651.20 | 0019 | $254.190000 | $-165,526.53 | ||||||
0385-1-0A |
STAY IN PL FORMS | CUYD |
-15.60 | 0026 | $53.430000 | $833.38 | ||||||
0395-1-0A |
STEEL, REINEPCOATED | LB |
56,550.00 | 0027 | $0.620000 | $-35,021.70 | ||||||
0395-1-0A |
STEEL, REINEPCOATED | LB |
1,010.00 | 0031 | $0.620000 | $-625.50 | ||||||
0395-1-0A |
STEEL, REINEPCOATED | LB |
1,687.00 | 0032 | $0.620000 | $-1,044.77 | ||||||
0435-1-0A |
HN 36" Tall Hybrid I-Beams with 49" Top Flange | LF |
325.70 | 0033 | $254.190000 | -82,788.69 | $-82,788.69 | |||||
| SUBTOT | $53,793.07 |
|||||||||||
| Project | DE00800422112 | Fed/State Project Number | CM 8124 (023) | Category | 0008 FEDERAL NON-PARTICIPATING | |||||||
| 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 | |
| 8019 | STEEL REINFORCEMENT-EPOXY COATED PURCHASE | 08151 | LB | 0.00 | 6,500.000 | 0.000 | 0.000 | 0.58 | 0.00 | |||
| 8020 | EXPANSION DAM-2.5 IN NEOPRENE PURCHASE | 08471 | LF | 0.00 | 47.000 | 0.000 | 0.000 | 70.22 | 0.00 | |||
| SUBTOT | $0.00 |
$2,789,407.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||