|
Report_Id: 181203 Est NO 0006 |
Date:06/27/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181203 | Estimate Number | 0006 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Boyle, Jeremy R. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 05/31/2018 TO 06/13/2018 | ||||||
| Date Approved | 06/26/2018 | ||||||
| Primary Proj Number | DE05728271751 | ||||||
| Project No. | STP 0271 (087) | ||||||
| Primary County | JESSAMINE | ||||||
| Name of Road | EAST NICHOLASVILLE BYPASS (KY 2827) | ||||||
| Description | EAST NICHOLASVILLE BYPASS SECTION II; FROM KY 39 EXTENDING S OUTHWESTERLY TO US 27 SOUTH OF NICHOLASVILLE | ||||||
| Date Let | 01/26/2018 | Formal Acceptance | |||||
| Date Awarded | 02/05/2018 | Date Work Began | 03/13/2018 | ||||
| Date Contract Executed | 02/27/2018 | Open To Traffic | |||||
| Date NTP Issued | 02/27/2018 | Actual Completion Date | |||||
| Current Contract Amount | $17,150,992.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $17,150,992.17 |
Total Earnings | $889,158.61 |
$770,282.41 |
$118,876.20 |
|
| Percent Complete | 5.18 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $16,261,833.56 |
Gross Earnings | $889,158.61 |
$770,282.41 |
$118,876.20 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $889,158.61 |
$770,282.41 |
$118,876.20 |
|||
| Contract Id | 181203 | Change Order Summary |
County | JESSAMINE | ||||||
| Estimate Nbr | 0006 | Project Number | STP 0271 (087) | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 05/31/2018 TO 06/13/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 181203 | COMMONWEALTH OF KENTUCKY |
County | JESSAMINE | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE05728271751 | ||||||
| Estimate Nbr | 0006 | Period | 05/31/2018 TO 06/13/2018 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | 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 | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0001 PAVING - ALTERNATE #1 - ASPHALT | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 87,264.00 | 87,264.000 | 0.000 | 0.000 | 18.30 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 342.00 | 342.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0020 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 30,502.00 | 30,502.000 | 0.000 | 0.000 | 63.30 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 10,813.00 | 10,813.000 | 0.000 | 0.000 | 64.60 | 0.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 45,319.00 | 45,319.000 | 0.000 | 0.000 | 63.30 | 0.00 | |||
| 0035 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,783.00 | 2,783.000 | 0.000 | 0.000 | 68.10 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,716.00 | 3,716.000 | 0.000 | 0.000 | 70.35 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,111.00 | 1,111.000 | 0.000 | 0.000 | 70.35 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 7,099.00 | 7,099.000 | 0.000 | 0.000 | 73.60 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0004 ROADWAY - GENERAL SUMMARY BID ITEMS | |||||||
| 0170 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 80,342.00 | 80,342.000 | 75.290 | 75.290 | 6.25 | 470.56 | |||
| 0175 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0180 | STANDARD CURB AND GUTTER | 01810 | LF | 849.00 | 849.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0185 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 362.00 | 362.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0190 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 92.00 | 92.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0195 | BARRICADE-TYPE III | 02014 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0200 | JPC PAVEMENT-6 IN | 02075 | SQYD | 308.00 | 308.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0205 | REMOVE PAVEMENT | 02091 | SQYD | 373.00 | 373.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0210 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 73.00 | 73.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 0215 | TEMP DITCH | 02159 | LF | 12,380.00 | 12,380.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | CLEAN TEMP DITCH | 02160 | LF | 37,140.00 | 37,140.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0225 | ROADWAY EXCAVATION | 02200 | CUYD | 524,259.00 | 524,259.000 | 12,936.000 | 17,340.000 | 30,276.000 | 4.68 | 60,540.48 | 141,691.68 | |
| 0230 | GRANULAR EMBANKMENT | 02223 | CUYD | 800.00 | 800.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0235 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 250.00 | 250.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,365.00 | 5,365.000 | 0.000 | 0.000 | 14.80 | 0.00 | |||
| 0245 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 175.00 | 175.000 | 0.000 | 0.000 | 25.75 | 0.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0255 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,131.00 | 0.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0265 | REMOVE GUARDRAIL | 02381 | LF | 462.50 | 462.500 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,880.00 | 0.00 | |||
| 0275 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 142.00 | 142.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0280 | WITNESS POST | 02432 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0285 | CLEAN SINKHOLE | 02469 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0290 | CHANNEL LINING CLASS II | 02483 | TON | 5,688.00 | 5,688.000 | 0.000 | 0.000 | 30.95 | 0.00 | |||
| 0295 | CHANNEL LINING CLASS III | 02484 | TON | 6,548.00 | 6,548.000 | 0.000 | 0.000 | 35.85 | 0.00 | |||
| 0300 | CLEARING AND GRUBBING (APPROXIMATELY 124.30 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 67,150.00 | 33,575.00 | |||
| 0305 | CONCRETE-CLASS B | 02555 | CUYD | 80.00 | 80.000 | 0.000 | 0.000 | 96.50 | 0.00 | |||
| 0310 | TEMPORARY SIGNS | 02562 | SQFT | 1,027.00 | 1,027.000 | 272.000 | 272.000 | 7.00 | 1,904.00 | |||
| 0315 | EDGE KEY | 02585 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 0320 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 283,221.00 | 283,221.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0325 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 13,214.00 | 13,214.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 83,150.00 | 0.00 | |||
| 0335 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,625.00 | 0.00 | |||
| 0340 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 0345 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 0350 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 209.00 | 209.000 | 0.000 | 0.000 | 27.30 | 0.00 | |||
| 0355 | TEMP SILT FENCE | 02701 | LF | 12,380.00 | 12,380.000 | 7,267.000 | 7,267.000 | 2.10 | 15,260.70 | |||
| 0360 | SILT TRAP TYPE A | 02703 | EACH | 125.00 | 125.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0365 | SILT TRAP TYPE B | 02704 | EACH | 125.00 | 125.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 125.00 | 125.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0375 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 681.00 | 681.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 681.00 | 681.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0385 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 681.00 | 681.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0390 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 433.00 | 433.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0395 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 61,200.00 | 0.00 | |||
| 0400 | REMOVE STRUCTURE (EXISTING 4' X 3.5' KY 39 STA 39+50) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0405 | REMOVE STRUCTURE (EXISTING BRIDGE RT STA 187+00) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0410 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0415 | EROSION CONTROL BLANKET | 05950 | SQYD | 46,906.00 | 46,906.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0420 | TEMP MULCH | 05952 | SQYD | 572,805.00 | 572,805.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0425 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 250,800.00 | 250,800.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0430 | FERTILIZER 10-20-20 | 05960 | TON | 31.00 | 31.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0435 | INITIAL FERTILIZER | 05963 | TON | 19.00 | 19.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0440 | SEEDING AND PROTECTION | 05985 | SQYD | 572,805.00 | 572,805.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0445 | SODDING | 05990 | SQYD | 620.00 | 620.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0450 | AGRICULTURAL LIMESTONE | 05992 | TON | 356.00 | 356.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0455 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 3,363.00 | 3,363.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0460 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 21,228.00 | 21,228.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0465 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 99,223.00 | 99,223.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0470 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 4,257.00 | 4,257.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0475 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 488.00 | 488.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0480 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,080.00 | 2,080.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0485 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,460.00 | 2,460.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0490 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 203.00 | 203.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0495 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 76,851.00 | 76,851.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 112.00 | 112.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0505 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0510 | FOUNDATION PREPARATION (SOUND BARRIER WALL) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 219,000.00 | 0.00 | |||
| 0515 | STEEL REINFORCEMENT | 08150 | LB | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0520 | PAVE MARK HANDICAP SYMBOL | 20206EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0525 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,211.00 | 2,211.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0530 | BOLLARDS | 21341ND | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 0535 | SOUND BARRIER WALL | 21590EN | SQFT | 23,360.00 | 23,360.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0540 | REMOVE ASBESTOS PIPE (ADDED: 1-18-18) | 21655EN | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0545 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 840.00 | 840.000 | 0.000 | 0.000 | 42.50 | 0.00 | |||
| 0550 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 14,882.00 | 14,882.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0555 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 31,500.00 | 0.00 | |||
| 0560 | YELLOW PAINT FOR MEDIAN SAFETY NOSE | 23608EC | SQFT | 328.00 | 328.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0565 | INLAID PAVEMENT MARKER (B-W/R) | 24489EC | EACH | 53.00 | 53.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0570 | INLAID PAVEMENT MARKER (B-Y/R) | 24489EC | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0575 | INLAID PAVEMENT MARKER (MW) | 24489EC | EACH | 676.00 | 676.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0580 | INLAID PAVEMENT MARKER (MY) | 24489EC | EACH | 305.00 | 305.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0585 | LONGITUDINAL SAW CUT 8 IN | 24530ED | LF | 2,211.00 | 2,211.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0590 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 134.00 | 134.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0595 | PIPELINE INSPECTION | 24814EC | LF | 3,550.00 | 3,550.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0005 ROADWAY - ALTERNATE #1 - ASPHALT | |||||||
| 0600 | ISLAND CURB AND GUTTER | 01825 | LF | 21,310.00 | 21,310.000 | 0.000 | 0.000 | 15.10 | 0.00 | |||
| 0605 | PAVEMENT ADJUSTMENT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 540,725.00 | 0.00 | |||
| 0610 | MILLED RUMBLE STRIPS | 20314ED | LF | 28,597.00 | 28,597.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0008 DRAINAGE | |||||||
| 0640 | ENTRANCE PIPE-15 IN | 00440 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 30.95 | 0.00 | |||
| 0645 | ENTRANCE PIPE-18 IN | 00441 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 36.10 | 0.00 | |||
| 0650 | ENTRANCE PIPE-24 IN | 00443 | LF | 191.00 | 191.000 | 0.000 | 0.000 | 43.00 | 0.00 | |||
| 0655 | CULVERT PIPE-18 IN | 00462 | LF | 1,161.00 | 1,161.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0660 | CULVERT PIPE-24 IN | 00464 | LF | 439.00 | 439.000 | 0.000 | 0.000 | 61.50 | 0.00 | |||
| 0665 | CULVERT PIPE-30 IN | 00466 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0670 | CULVERT PIPE-36 IN | 00468 | LF | 97.00 | 97.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0675 | CULVERT PIPE-42 IN | 00469 | LF | 281.00 | 281.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0680 | CULVERT PIPE-48 IN | 00470 | LF | 206.00 | 206.000 | 0.000 | 0.000 | 111.00 | 0.00 | |||
| 0685 | CULVERT PIPE-54 IN | 00471 | LF | 272.00 | 272.000 | 0.000 | 0.000 | 133.00 | 0.00 | |||
| 0690 | CULVERT PIPE-60 IN | 00472 | LF | 458.00 | 458.000 | 0.000 | 0.000 | 162.00 | 0.00 | |||
| 0695 | CULVERT PIPE-72 IN | 00474 | LF | 308.00 | 308.000 | 0.000 | 0.000 | 198.00 | 0.00 | |||
| 0700 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0705 | STORM SEWER PIPE-15 IN | 00521 | LF | 978.00 | 978.000 | 0.000 | 0.000 | 37.50 | 0.00 | |||
| 0710 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,053.00 | 1,053.000 | 0.000 | 0.000 | 40.25 | 0.00 | |||
| 0715 | PERFORATED PIPE-4 IN | 01000 | LF | 7,522.00 | 7,522.000 | 0.000 | 0.000 | 6.80 | 0.00 | |||
| 0720 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 555.00 | 555.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0725 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 0730 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0735 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0740 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 485.00 | 0.00 | |||
| 0745 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,105.00 | 0.00 | |||
| 0750 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,445.00 | 0.00 | |||
| 0755 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,760.00 | 0.00 | |||
| 0760 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,880.00 | 0.00 | |||
| 0765 | METAL END SECTION TY 1-36 IN | 01375 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,025.00 | 0.00 | |||
| 0770 | METAL END SECTION TY 1-42 IN | 01376 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,800.00 | 0.00 | |||
| 0775 | METAL END SECTION TY 3-54 IN | 01398 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,700.00 | 0.00 | |||
| 0780 | METAL END SECTION TY 3-60 IN | 01399 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 13,600.00 | 0.00 | |||
| 0785 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,505.00 | 0.00 | |||
| 0790 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0795 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 2,150.00 | 0.00 | |||
| 0800 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,075.00 | 0.00 | |||
| 0805 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,120.00 | 0.00 | |||
| 0810 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,525.00 | 0.00 | |||
| 0815 | CURB BOX INLET TYPE A | 01456 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,380.00 | 0.00 | |||
| 0820 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,585.00 | 0.00 | |||
| 0825 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,665.00 | 0.00 | |||
| 0830 | DROP BOX INLET TYPE 6F | 01535 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 6,190.00 | 0.00 | |||
| 0835 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,030.00 | 0.00 | |||
| 0840 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,450.00 | 0.00 | |||
| 0845 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,995.00 | 0.00 | |||
| 0850 | JUNCTION BOX-48 IN | 01647 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0855 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,050.00 | 0.00 | |||
| 0860 | W ENCASEMENT STEEL OPEN CUT RANGE 4 (16-IN) | 14015 | LF | 312.00 | 312.000 | 0.000 | 0.000 | 63.50 | 0.00 | |||
| 0865 | W ENCASEMENT STEEL OPEN CUT RANGE 5 (20-IN) | 14016 | LF | 1,223.00 | 1,223.000 | 0.000 | 0.000 | 79.75 | 0.00 | |||
| 0870 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 14,250.00 | 0.00 | |||
| 0875 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,680.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0009 BRIDGE - CULVERT #1 - DWG. 27359 | |||||||
| 0880 | GRANULAR EMBANKMENT | 02223 | CUYD | 120.00 | 120.000 | 193.900 | 193.900 | 55.00 | 10,664.50 | |||
| 0885 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,375.00 | 12,375.00 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 318.60 | 318.600 | 116.500 | 186.400 | 302.900 | 420.00 | 48,930.00 | 127,218.00 | |
| 0895 | STEEL REINFORCEMENT | 08150 | LB | 30,622.00 | 30,622.000 | 11,197.290 | 17,915.660 | 29,112.950 | 0.84 | 9,405.72 | 24,454.87 | |
| 0900 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 30.00 | 30.000 | 28.100 | 28.100 | 47.00 | 1,320.70 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0010 BRIDGE - CULVERT #2 - DWG. 27360 | |||||||
| 0905 | GRANULAR EMBANKMENT | 02223 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0910 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,825.00 | 0.00 | |||
| 0915 | CONCRETE-CLASS A | 08100 | CUYD | 231.00 | 231.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0920 | STEEL REINFORCEMENT | 08150 | LB | 18,994.00 | 18,994.000 | 0.000 | 0.000 | 0.84 | 0.00 | |||
| 0925 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0011 BRIDGE - CULVERT #3 - DWG. 27361 | |||||||
| 0930 | GRANULAR EMBANKMENT | 02223 | CUYD | 50.00 | 50.000 | 136.340 | 136.340 | 55.00 | 7,498.70 | |||
| 0935 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,600.00 | 9,600.00 | |||
| 0940 | CONCRETE-CLASS A | 08100 | CUYD | 229.60 | 229.600 | 229.600 | 229.600 | 420.00 | 96,432.00 | |||
| 0945 | STEEL REINFORCEMENT | 08150 | LB | 28,810.00 | 28,810.000 | 28,810.000 | 28,810.000 | 0.84 | 24,200.40 | |||
| 0950 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 40.00 | 40.000 | 40.000 | 40.000 | 47.00 | 1,880.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0012 BRIDGE - CULVERT #4 - DWG. 27362 | |||||||
| 0955 | GRANULAR EMBANKMENT | 02223 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0960 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0965 | CONCRETE-CLASS A | 08100 | CUYD | 189.40 | 189.400 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 19,308.00 | 19,308.000 | 0.000 | 0.000 | 0.84 | 0.00 | |||
| 0975 | STRUCTURE EXCAVATION-SPECIAL SOLID ROCK | 24375EC | CUYD | 100.00 | 100.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0013 SIGNING | |||||||
| 0980 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,371.58 | 1,371.580 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 0985 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 24.00 | 24.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0990 | STEEL POST TYPE 1 | 06410 | LF | 2,304.00 | 2,304.000 | 0.000 | 0.000 | 9.26 | 0.00 | |||
| 0995 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.92 | 0.920 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1000 | GMSS TYPE D | 21596ND | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 1005 | BARCODE SIGN INVENTORY | 24631EC | EACH | 191.00 | 191.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0014 TRAINEES | |||||||
| 1010 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, OR 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05728271751 | Fed/State Project Number | STP 0271 (087) | Category | 0015 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1015 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 761,225.00 | 380,612.50 | |||
| 1020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 235,000.00 | 0.00 | |||
| SUBTOT | $118,876.20 |
$889,158.62 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||