|
Report_Id: 181027 Est NO 0042 |
Date:09/15/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181027 | Estimate Number | 0042 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Taylor, Jonathan D. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 08/06/2020 TO 08/19/2020 | ||||||
| Date Approved | 08/28/2020 | ||||||
| Primary Proj Number | DE08704601827 | ||||||
| Project No. | STP 4601 (047) | ||||||
| Primary County | MONTGOMERY | ||||||
| Name of Road | MT. STERLING-FRENCHBURG ROAD(US-460) | ||||||
| Description | RECONSTRUCT US-460 AT LUCKY STOP HILL | ||||||
| Date Let | 07/27/2018 | Formal Acceptance | |||||
| Date Awarded | 08/02/2018 | Date Work Began | 09/07/2018 | ||||
| Date Contract Executed | 08/16/2018 | Open To Traffic | |||||
| Date NTP Issued | 08/16/2018 | Actual Completion Date | |||||
| Current Contract Amount | $8,580,602.67 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,295,682.95 |
Total Earnings | $8,030,499.46 |
$7,973,777.87 |
$56,721.59 |
|
| Percent Complete | 93.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $550,103.21 |
Gross Earnings | $8,030,499.46 |
$7,973,777.87 |
$56,721.59 |
|
| Total Change Orders | $284,919.72 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,030,499.46 |
$7,973,777.87 |
$56,721.59 |
|||
| Contract Id | 181027 | Change Order Summary |
County | MONTGOMERY | ||||||
| Estimate Nbr | 0042 | Project Number | STP 4601 (047) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 08/06/2020 TO 08/19/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cost Plus Work STA. 248+50 to STA 263+50 | Approved | 10/17/2019 | $284,919.72 | 8.0 | |||||
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 | 181027 | COMMONWEALTH OF KENTUCKY |
County | MONTGOMERY | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE08704601827 | ||||||
| Estimate Nbr | 0042 | Period | 08/06/2020 TO 08/19/2020 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | 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 | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0001 PAVING- ALT 1 | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 18,190.00 | 18,190.000 | 51.080 | 20,337.870 | 20,388.950 | 27.60 | 1,409.80 | 562,735.02 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 500.00 | 500.000 | 1,332.890 | 1,332.890 | 20.00 | 26,657.80 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 59.00 | 59.000 | 21.420 | 60.870 | 82.290 | 125.00 | 2,677.50 | 10,286.25 | |
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 7.00 | 7.000 | 2.580 | 7.280 | 9.860 | 700.00 | 1,806.00 | 6,902.00 | |
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 8,018.00 | 8,018.000 | 7,726.720 | 7,726.720 | 77.15 | 596,116.44 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 16,644.00 | 16,644.000 | 582.440 | 14,889.390 | 15,471.830 | 77.15 | 44,935.24 | 1,193,651.68 | |
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,590.00 | 1,590.000 | 2,447.050 | 2,447.050 | 84.45 | 206,653.37 | |||
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 80.00 | 80.000 | 21.450 | 21.450 | 5.00 | 107.25 | |||
| 0045 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 2,225.00 | 2,225.000 | 2,515.220 | 2,515.220 | 88.45 | 222,471.20 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,633.00 | 1,633.000 | 1,697.010 | 1,697.010 | 90.00 | 152,730.90 | |||
| 0060 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 18,190.00 | 18,190.000 | 7,641.190 | 7,641.190 | 0.05 | 382.05 | |||
| 0065 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 26,332.00 | 26,332.000 | 6,870.610 | 6,870.610 | 0.05 | 343.53 | |||
| 0070 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 6,167.00 | 6,167.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0004 ROADWAY | |||||||
| 0220 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,545.00 | 3,545.000 | 7,060.190 | 7,060.190 | 25.00 | 176,504.75 | |||
| 0225 | PERFORATED PIPE-4 IN | 01000 | LF | 6,051.00 | 6,051.000 | 1,891.000 | 1,891.000 | 12.00 | 22,692.00 | |||
| 0230 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0235 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0240 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0245 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0250 | STANDARD CURB AND GUTTER | 01810 | LF | 5,348.70 | 5,348.700 | 5,323.000 | 5,323.000 | 26.50 | 141,059.50 | |||
| 0255 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 5,348.70 | 5,348.700 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0260 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 50.00 | 5,000.00 | |||
| 0265 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 89.00 | 89.000 | 9.000 | 9.000 | 10.00 | 90.00 | |||
| 0270 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
| 0275 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 0280 | REMOVE PAVEMENT | 02091 | SQYD | 4,149.00 | 4,149.000 | 4,149.000 | 4,149.000 | 2.00 | 8,298.00 | |||
| 0285 | TEMP DITCH | 02159 | LF | 10,807.00 | 10,807.000 | 3,250.000 | 3,250.000 | 0.01 | 32.50 | |||
| 0290 | CLEAN TEMP DITCH | 02160 | LF | 32,421.00 | 32,421.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 48.00 | 48.000 | 48.000 | 48.000 | 25.00 | 1,200.00 | |||
| 0300 | EMBANKMENT IN PLACE | 02230 | CUYD | 224,356.00 | 249,220.000 | 211,199.560 | 211,199.560 | 6.70 | 1,415,037.05 | |||
| 0305 | WATER | 02242 | MGAL | 4.00 | 4.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0310 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,769.60 | 4,769.600 | 4,791.250 | 4,791.250 | 16.00 | 76,660.00 | |||
| 0315 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 40.00 | 360.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0325 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,600.00 | 15,600.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0335 | REMOVE GUARDRAIL | 02381 | LF | 1,605.10 | 1,605.100 | 2,812.500 | 2,812.500 | 1.25 | 3,515.62 | |||
| 0340 | TEMP GUARDRAIL | 02397 | LF | 285.42 | 285.420 | 475.000 | 475.000 | 8.00 | 3,800.00 | |||
| 0345 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0350 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0355 | CHANNEL LINING CLASS II | 02483 | TON | 176.00 | 176.000 | 198.730 | 198.730 | 27.00 | 5,365.71 | |||
| 0360 | CHANNEL LINING CLASS III | 02484 | TON | 163.00 | 163.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0365 | CHANNEL LINING CLASS IV LIMESTONE | 02488 | CUYD | 967.00 | 967.000 | 1,063.000 | 1,063.000 | 10.00 | 10,630.00 | |||
| 0370 | CLEARING AND GRUBBING 41.43 ACRES | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 90,000.00 | 81,000.00 | |||
| 0375 | CONCRETE-CLASS B | 02555 | CUYD | 28.60 | 28.600 | 31.800 | 31.800 | 500.00 | 15,900.00 | |||
| 0380 | TEMPORARY SIGNS | 02562 | SQFT | 826.50 | 826.500 | 357.000 | 357.000 | 8.50 | 3,034.50 | |||
| 0385 | EDGE KEY | 02585 | LF | 123.30 | 123.300 | 153.000 | 153.000 | 50.00 | 7,650.00 | |||
| 0390 | FABRIC-GEOTEXTILE TYPE III FOR POND | 02598 | SQYD | 345.00 | 345.000 | 440.000 | 440.000 | 1.50 | 660.00 | |||
| 0395 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 10,598.00 | 10,598.000 | 4,154.700 | 4,154.700 | 2.00 | 8,309.40 | |||
| 0400 | HANDRAIL-TYPE A-1 | 02611 | LF | 81.00 | 81.000 | 79.000 | 79.000 | 69.50 | 5,490.50 | |||
| 0405 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 125,000.00 | 50,000.00 | |||
| 0410 | DIVERSIONS (BY-PASS DETOURS) SCIENCE RIDGE RD 35+50 - 41+62.41 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| 0415 | DIVERSIONS (BY-PASS DETOURS) US460 LT 231+96.51 - LT 240+09.68 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0420 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 9,000.00 | 18,000.00 | |||
| 0425 | TEMP SILT FENCE | 02701 | LF | 10,807.00 | 10,807.000 | 2,475.000 | 2,475.000 | 0.01 | 24.75 | |||
| 0430 | SILT TRAP TYPE A | 02703 | EACH | 40.00 | 40.000 | 5.000 | 5.000 | 1.00 | 5.00 | |||
| 0435 | SILT TRAP TYPE B | 02704 | EACH | 40.00 | 40.000 | 80.000 | 80.000 | 1.00 | 80.00 | |||
| 0440 | SILT TRAP TYPE C | 02705 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0445 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 240.00 | 240.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 240.00 | 240.000 | 16.000 | 16.000 | 0.01 | 0.16 | |||
| 0455 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 240.00 | 240.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0460 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,035.90 | 3,035.900 | 2,926.700 | 2,926.700 | 60.00 | 175,602.00 | |||
| 0465 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 30,000.00 | 12,000.00 | |||
| 0470 | REMOVE STRUCTURE EXISTING 6'X4'X28' RCBC @ 235+55 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,250.00 | 5,250.00 | |||
| 0475 | REMOVE STRUCTURE SLATE CREEK BRIDGE LT 246+25 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0480 | PVC PIPE-6 IN | 03385 | LF | 18.00 | 18.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0485 | EROSION CONTROL BLANKET | 05950 | SQYD | 10,587.00 | 10,587.000 | 377.000 | 1,330.667 | 1,707.667 | 1.00 | 377.00 | 1,707.66 | |
| 0490 | TEMP MULCH | 05952 | SQYD | 195,878.00 | 195,878.000 | 40,974.789 | 40,974.789 | 0.01 | 409.74 | |||
| 0495 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 19,573.00 | 19,573.000 | 32,210.337 | 32,210.337 | 0.01 | 322.10 | |||
| 0500 | INITIAL FERTILIZER | 05963 | TON | 2.70 | 2.700 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0505 | 20-10-10 FERTILIZER | 05964 | TON | 13.50 | 13.500 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0510 | SEEDING AND PROTECTION | 05985 | SQYD | 195,726.00 | 195,726.000 | 2,254.000 | 131,310.667 | 133,564.667 | 0.32 | 721.28 | 42,740.69 | |
| 0515 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 45,556.00 | 45,556.000 | 65,173.489 | 65,173.489 | 0.20 | 13,034.69 | |||
| 0520 | SODDING | 05990 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0525 | AGRICULTURAL LIMESTONE | 05992 | TON | 193.00 | 193.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0530 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,320.00 | 14,320.000 | 83,136.000 | 83,136.000 | 0.18 | 14,964.48 | |||
| 0535 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 44,235.00 | 44,235.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0540 | PAVE MARKING-THERMO R 6 FT | 06562 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0545 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 96.00 | 96.000 | 78.000 | 0.000 | 78.000 | 23.50 | 1,833.00 | 1,833.00 | |
| 0550 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 580.00 | 580.000 | 641.000 | 0.000 | 641.000 | 1.75 | 1,121.75 | 1,121.75 | |
| 0555 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 13.00 | 13.000 | 16.000 | 0.000 | 16.000 | 115.00 | 1,840.00 | 1,840.00 | |
| 0560 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0565 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 146.00 | 146.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 0570 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 312.00 | 312.000 | 51.970 | 51.970 | 29.00 | 1,507.13 | |||
| 0575 | LONGITUDINAL EDGE KEY | 21289ED | LF | 990.00 | 990.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0580 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 129.60 | 129.600 | 112.000 | 112.000 | 30.00 | 3,360.00 | |||
| 0585 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,054.00 | 2,054.000 | 328.000 | 328.000 | 6.00 | 1,968.00 | |||
| 0590 | R/W MONUMENT TYPE 3 | 24540 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0595 | INTELLIGENT COMPACTION FOR SOIL | 24779EC | CUYD | 224,356.00 | 224,356.000 | 24,238.100 | 24,238.100 | 0.01 | 242.38 | |||
| 8001 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 118,330.920 | 118,330.920 | 118,330.920 | 1.00 | 118,330.92 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0005 DRAINAGE | |||||||
| 0600 | ENTRANCE PIPE-15 IN | 00440 | LF | 378.00 | 378.000 | 293.400 | 293.400 | 40.00 | 11,736.00 | |||
| 0605 | ENTRANCE PIPE-18 IN | 00441 | LF | 56.00 | 56.000 | 155.600 | 155.600 | 45.00 | 7,002.00 | |||
| 0610 | ENTRANCE PIPE-24 IN | 00443 | LF | 106.00 | 106.000 | 125.200 | 125.200 | 50.00 | 6,260.00 | |||
| 0615 | ENTRANCE PIPE-30 IN | 00445 | LF | 52.00 | 52.000 | 72.100 | 72.100 | 55.00 | 3,965.50 | |||
| 0620 | CULVERT PIPE-15 IN | 00461 | LF | 169.00 | 169.000 | 114.000 | 114.000 | 42.00 | 4,788.00 | |||
| 0625 | CULVERT PIPE-18 IN | 00462 | LF | 164.00 | 164.000 | 195.000 | 195.000 | 55.00 | 10,725.00 | |||
| 0630 | CULVERT PIPE-24 IN | 00464 | LF | 181.00 | 181.000 | 181.000 | 181.000 | 75.00 | 13,575.00 | |||
| 0635 | CULVERT PIPE-36 IN | 00468 | LF | 76.00 | 76.000 | 106.300 | 106.300 | 90.00 | 9,567.00 | |||
| 0640 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 77.00 | 77.000 | 77.000 | 77.000 | 70.00 | 5,390.00 | |||
| 0645 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 85.00 | 5,355.00 | |||
| 0650 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,084.00 | 2,084.000 | 2,410.600 | 2,410.600 | 40.00 | 96,424.00 | |||
| 0655 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,054.00 | 1,054.000 | 1,348.100 | 1,348.100 | 45.00 | 60,664.50 | |||
| 0660 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0665 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
| 0670 | PIPE CULVERT HEADWALL-18 IN EQUIV | 01205 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0675 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0680 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0685 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 0690 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 0695 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,200.00 | 9,600.00 | |||
| 0700 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 15.000 | 15.000 | 4,000.00 | 60,000.00 | |||
| 0705 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 5.00 | 5.000 | 1.500 | 1.500 | 4,300.00 | 6,450.00 | |||
| 0710 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0715 | PIPELINE INSPECTION | 24814EC | LF | 5,489.00 | 5,489.000 | 1,721.400 | 1,721.400 | 2.50 | 4,303.50 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0006 BRIDGE-CULVERT 27283 | |||||||
| 0720 | GRANULAR EMBANKMENT | 02223 | CUYD | 91.00 | 91.000 | 37.290 | 37.290 | 65.00 | 2,423.85 | |||
| 0725 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 5.00 | 5.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
| 0730 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 410.00 | 410.000 | 467.800 | 467.800 | 22.00 | 10,291.60 | |||
| 0735 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 85.00 | 85.000 | 27.200 | 27.200 | 75.00 | 2,040.00 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 175.00 | 175.000 | 175.000 | 175.000 | 640.00 | 112,000.00 | |||
| 0745 | STEEL REINFORCEMENT | 08150 | LB | 17,400.00 | 17,400.000 | 17,400.000 | 17,400.000 | 1.25 | 21,750.00 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0007 BRIDGE- 27284 | |||||||
| 0750 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 400.00 | 400.000 | 357.530 | 357.530 | 37.50 | 13,407.37 | |||
| 0755 | MASONRY COATING | 02998 | SQYD | 842.00 | 842.000 | 842.000 | 842.000 | 15.00 | 12,630.00 | |||
| 0760 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 94.00 | 94.000 | 94.000 | 94.000 | 65.00 | 6,110.00 | |||
| 0765 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 651.00 | 651.000 | 614.690 | 614.690 | 10.00 | 6,146.90 | |||
| 0770 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 86.00 | 86.000 | 122.200 | 122.200 | 50.00 | 6,110.00 | |||
| 0775 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,646.00 | 1,646.000 | 1,407.430 | 1,407.430 | 29.00 | 40,815.47 | |||
| 0780 | TEST PILES | 08033 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 85.00 | 2,890.00 | |||
| 0785 | PILES-STEEL HP14X73 | 08050 | LF | 305.00 | 305.000 | 328.590 | 328.590 | 85.00 | 27,930.15 | |||
| 0790 | PILE POINTS-14 IN | 08095 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 115.00 | 2,300.00 | |||
| 0795 | CONCRETE-CLASS A | 08100 | CUYD | 362.00 | 362.000 | 362.000 | 362.000 | 550.00 | 199,100.00 | |||
| 0800 | CONCRETE-CLASS AA | 08104 | CUYD | 627.00 | 627.000 | 627.000 | 627.000 | 600.00 | 376,200.00 | |||
| 0805 | STEEL REINFORCEMENT | 08150 | LB | 67,187.00 | 67,187.000 | 67,187.000 | 67,187.000 | 1.05 | 70,546.35 | |||
| 0810 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 155,784.00 | 155,784.000 | 155,784.000 | 155,784.000 | 1.05 | 163,573.20 | |||
| 0815 | STRUCTURAL STEEL 3584 LBS - DECK DRAINS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0820 | RAIL SYSTEM TYPE III | 21532ED | LF | 676.00 | 676.000 | 676.000 | 676.000 | 80.00 | 54,080.00 | |||
| 0825 | PPC I-BEAM TYPE HN 66-49 | 24098EC | LF | 1,664.00 | 1,664.000 | 1,664.000 | 1,664.000 | 365.00 | 607,360.00 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0008 BRIDGE-CULVERT 27649 | |||||||
| 0830 | GRANULAR EMBANKMENT | 02223 | CUYD | 12.00 | 12.000 | 14.930 | 14.930 | 150.00 | 2,239.50 | |||
| 0835 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 68.00 | 68.000 | 77.400 | 77.400 | 50.00 | 3,870.00 | |||
| 0840 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 100.00 | 100.000 | 90.060 | 90.060 | 70.00 | 6,304.20 | |||
| 0845 | CONCRETE-CLASS A | 08100 | CUYD | 89.00 | 89.000 | 89.000 | 89.000 | 550.00 | 48,950.00 | |||
| 0850 | STEEL REINFORCEMENT | 08150 | LB | 8,211.00 | 8,211.000 | 8,211.000 | 8,211.000 | 1.25 | 10,263.75 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0009 SIGNING | |||||||
| 0855 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 138.80 | 138.800 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0860 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 48.10 | 48.100 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0865 | STEEL POST TYPE 2 | 06411 | LF | 335.00 | 335.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0870 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0875 | BARCODE SIGN INVENTORY | 24631EC | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE08704601827 | Fed/State Project Number | STP 4601 (047) | Category | 0010 MOBILIZATION / DEMOBILIZATION | |||||||
| 0880 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0885 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 120,000.00 | 0.00 | |||
| SUBTOT | $56,721.58 |
$8,030,499.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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