|
Report_Id: 000753 Est NO 0001 |
Date:04/10/2007 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 000753 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | MANCHESTER (11310) Fuson, David | ||||||
| Contractor | BIZZACK INC | ADDR SN 1 VC Code VC0000088060 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/05/2001 TO 03/22/2007 | ||||||
| Date Approved | 03/26/2007 | ||||||
| Primary Proj Number | X048042104002 | ||||||
| Project No. | FD04 048 0421 006-011 | ||||||
| Primary County | HARLAN | ||||||
| Name of Road | HARLAN-VIRGINIA STATE LINE ROAD (US421) | ||||||
| Description | FROM LENARUE TO 0.40 MILE EAST OF KY1137 | ||||||
| Date Let | 12/15/2000 | Formal Acceptance | 11/29/2005 | ||||
| Date Awarded | 12/21/2000 | Date Work Began | 03/19/2001 | ||||
| Date Contract Executed | 01/05/2001 | Open To Traffic | 05/11/2005 | ||||
| Date NTP Issued | 01/05/2001 | Actual Completion Date | 05/11/2005 | ||||
| Current Contract Amount | $32,029,331.50 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $28,880,856.31 |
Total Earnings | $31,827,677.49 |
$0.00 |
$31,827,677.49 |
|
| Percent Complete | 99.37 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $201,654.01 |
Gross Earnings | $31,827,677.49 |
$0.00 |
$31,827,677.49 |
|
| Total Change Orders | $3,148,475.19 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $31,827,677.49 |
$0.00 |
$31,827,677.49 |
|||
| Contract Id | 000753 | Change Order Summary |
County | HARLAN | ||||||
| Estimate Nbr | 0001 | Project Number | FD04 048 0421 006-011 | |||||||
| Contractor | BIZZACK INC | Period | 01/05/2001 TO 03/22/2007 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Foundation Re-Design on Piers 3, 4, & 6 | Approved | 01/27/2005 | $77,676.20 | 1.0 | |||||
| 002 | Replace MSE retaining wall with Gravity Retaining Wall Rt St | Approved | 01/12/2005 | $-110,659.24 | 0.0 | |||||
| 003 | Slide Removal | Approved | 01/26/2005 | $80,405.00 | 1.0 | |||||
| 004 | value engineering to elminate MSE wall & replace with GRAV. | Approved | 02/02/2005 | $-208,081.94 | 0.0 | |||||
| 005 | Use asphalt bass 25.0 E in lieu of 19.0 E for bass courses | Approved | 01/12/2005 | $0.00 | 0.0 | |||||
| 006 | ASPHALT TREATED DRAINAGE BLANKET & ENTRANCE PIPE | Approved | 02/02/2005 | $852,260.06 | 0.0 | |||||
| 007 | Slide Removal | Approved | 02/02/2005 | $90,000.00 | 2.0 | |||||
| 008 | Drainage/Slide Removal | Approved | 02/02/2005 | $57,156.22 | 1.0 | |||||
| 009 | Waste Reimbursement | Approved | 02/02/2005 | $547,668.00 | 9.0 | |||||
| 010 | ROADWAY EXCAVATION SPECIAL | Approved | 02/02/2005 | $1,559,809.30 | 135.0 | |||||
| 011 | DGA IN LIEU OF CRUSHED STONE BASE/MINE DRAIN PIPE | Approved | 02/02/2005 | $30,000.00 | 1.0 | |||||
| 012 | WATER INTAKE RELOCATION | Approved | 02/02/2005 | $22,575.00 | 0.0 | |||||
| 013 | ASPHALT PLACEMENT WITH MTV, MILLETT, STEEL PRICE ADJ | Approved | 02/11/2005 | $53,627.36 | 0.0 | |||||
| 014 | Island Header Curb Type 2 | Approved | 02/11/2005 | $16,810.38 | 2.0 | |||||
| 015 | Contract Conversion 15-16-17-18 CPES | Approved | 03/21/2007 | $79,228.85 | 0.0 | |||||
| 016 | Administrative Settlement | Approved | 03/22/2007 | $181,000.00 | 0.0 | |||||
| 017 | Conversion of Write in Items | Approved | 03/22/2007 | $0.00 | 0.0 | |||||
| 018 | Correction to CO 16 | Approved | 03/22/2007 | $-181,000.00 | 0.0 | |||||
| 019 | Administrative Settlement | Pending | 0 | $181,000.00 | 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 | 000753 | COMMONWEALTH OF KENTUCKY |
County | HARLAN | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | X048042104002 | ||||||
| Estimate Nbr | 0001 | Period | 01/05/2001 TO 03/22/2007 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X048042104002 | Fed/State Project Number | FD04 048 0421 006-011 | Category | 0001 ROADWAY | ||||||
| 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 |
| 0001 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 682.00 | 708.000 | 611.781 | 0.000 | 611.781 | 10.00 | 6,117.81 | 6,117.81 |
| 0002 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 99.00 | 92.000 | 532.500 | 0.000 | 532.500 | 37.00 | 19,702.50 | 19,702.50 |
| 0003 | MASONRY COATING | 02998M | SQ M | 1,026.00 | 228.000 | 105.444 | 0.000 | 105.444 | 14.00 | 1,476.21 | 1,476.21 |
| 0004 | CONCRETE-CLASS A | 08100M | CU M | 390.80 | 450.800 | 447.235 | 0.000 | 447.235 | 434.00 | 194,099.99 | 194,099.99 |
| 0005 | STEEL REINFORCEMENT | 08150M | KG | 50,084.00 | 58,454.000 | 57,956.682 | 0.000 | 57,956.682 | 1.30 | 75,343.68 | 75,343.68 |
| 0006 | RETAINING WALL | 08018M | SQ M | 981.00 | 0.000 | 0.000 | 0.000 | 640.00 | 0.00 | ||
| 0007 | GRANULAR EMBANKMENT | 02223M | CU M | 143.00 | 147.553 | 117.020 | 0.000 | 117.020 | 40.00 | 4,680.80 | 4,680.80 |
| 0008 | ROADWAY EXCAVATION | 02200M | CU M | 1,429.00 | 335.000 | 0.000 | 0.000 | 9.00 | 0.00 | ||
| 0009 | HANDRAIL-TYPE A-2 | 02612M | M | 99.00 | 27.000 | 0.000 | 0.000 | 210.00 | 0.00 | ||
| 0010 | ROADWAY EXCAVATION | 02200M | CU M | 4,409,950.00 | 2,090,608.000 | 2,123,889.090 | 0.000 | 2,123,889.090 | 3.06 | 6,499,100.61 | 6,499,100.61 |
| 0011 | GRANULAR EMBANKMENT | 02223M | CU M | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0012 | DRAINAGE BLANKET-EMBANKMENT | 00021M | CU M | 2,158.00 | 2,158.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 0013 | CONCRETE-CLASS A | 08100M | CU M | 55.90 | 57.185 | 60.408 | 0.000 | 60.408 | 700.00 | 42,285.60 | 42,285.60 |
| 0014 | STEEL REINFORCEMENT | 08150M | KG | 2,162.50 | 2,226.000 | 2,443.386 | 0.000 | 2,443.386 | 2.20 | 5,375.44 | 5,375.44 |
| 0015 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 4,724.40 | 4,724.400 | 2,611.720 | 0.000 | 2,611.720 | 37.75 | 98,592.43 | 98,592.43 |
| 0016 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 15.00 | 15.000 | 12.000 | 0.000 | 12.000 | 50.00 | 600.00 | 600.00 |
| 0017 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 7.000 | 3.000 | 0.000 | 3.000 | 3,100.00 | 9,300.00 | 9,300.00 |
| 0018 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 8.00 | 8.000 | 1.000 | 0.000 | 1.000 | 700.00 | 700.00 | 700.00 |
| 0019 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 0020 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 10.000 | 0.000 | 10.000 | 1,800.00 | 18,000.00 | 18,000.00 |
| 0021 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 12.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | ||
| 0022 | REMOVE GUARDRAIL | 02381M | M | 137.15 | 137.150 | 126.870 | 0.000 | 126.870 | 5.00 | 634.35 | 634.35 |
| 0023 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 12,726.00 | 12,726.000 | 23,626.210 | 0.000 | 23,626.210 | 0.98 | 23,153.68 | 23,153.68 |
| 0024 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 9,912.00 | 9,912.000 | 32,781.826 | 0.000 | 32,781.826 | 0.82 | 26,881.09 | 26,881.09 |
| 0025 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 360.00 | 360.000 | 0.000 | 0.000 | 8.50 | 0.00 | ||
| 0026 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 360.00 | 360.000 | 0.000 | 0.000 | 8.50 | 0.00 | ||
| 0027 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | M | 34.00 | 34.000 | 19.060 | 0.000 | 19.060 | 20.00 | 381.20 | 381.20 |
| 0028 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 2.00 | 2.000 | 9.000 | 0.000 | 9.000 | 150.00 | 1,350.00 | 1,350.00 |
| 0029 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 227.00 | 227.000 | 81.000 | 0.000 | 81.000 | 37.25 | 3,017.25 | 3,017.25 |
| 0030 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 494.00 | 494.000 | 411.000 | 0.000 | 411.000 | 37.25 | 15,309.75 | 15,309.75 |
| 0031 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 98.00 | 98.000 | 24.000 | 0.000 | 24.000 | 40.25 | 966.00 | 966.00 |
| 0032 | SIGNS | 02562M | SQ M | 16.00 | 16.000 | 52.715 | 0.000 | 52.715 | 200.00 | 10,543.00 | 10,543.00 |
| 0033 | REMOVE PAVEMENT | 02091M | SQ M | 376.00 | 376.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0034 | CULVERT PIPE-450 MM | 00462M | M | 127.00 | 89.000 | 60.699 | 0.000 | 60.699 | 118.40 | 7,186.76 | 7,186.76 |
| 0035 | CULVERT PIPE-600 MM | 00464M | M | 259.30 | 229.300 | 223.190 | 0.000 | 223.190 | 141.10 | 31,492.10 | 31,492.10 |
| 0036 | CULVERT PIPE-750 MM | 00466M | M | 204.60 | 234.600 | 167.254 | 0.000 | 167.254 | 159.00 | 26,593.38 | 26,593.38 |
| 0037 | CULVERT PIPE-1050 MM | 00469M | M | 53.80 | 53.800 | 69.238 | 0.000 | 69.238 | 239.80 | 16,603.27 | 16,603.27 |
| 0038 | CULVERT PIPE-1500 MM | 00472M | M | 291.10 | 291.100 | 339.200 | 0.000 | 339.200 | 421.00 | 142,803.20 | 142,803.20 |
| 0039 | CULVERT PIPE-1650 MM | 00473M | M | 107.70 | 107.700 | 133.530 | 0.000 | 133.530 | 455.30 | 60,796.20 | 60,796.20 |
| 0040 | STORM SEWER PIPE-450 MM | 00522M | M | 195.60 | 176.500 | 0.000 | 0.000 | 111.00 | 0.00 | ||
| 0041 | STORM SEWER PIPE-600 MM | 00524M | M | 25.60 | 0.000 | 0.000 | 0.000 | 130.10 | 0.00 | ||
| 0042 | STORM SEWER PIPE-750 MM | 00526M | M | 219.60 | 115.600 | 21.948 | 0.000 | 21.948 | 167.60 | 3,678.48 | 3,678.48 |
| 0043 | STORM SEWER PIPE-1350 MM | 00531M | M | 114.30 | 114.300 | 99.160 | 0.000 | 99.160 | 681.10 | 67,537.87 | 67,537.87 |
| 0044 | ENTRANCE PIPE-375 MM | 00440M | M | 64.20 | 64.200 | 75.490 | 0.000 | 75.490 | 88.30 | 6,665.76 | 6,665.76 |
| 0045 | ENTRANCE PIPE-450 MM | 00441M | M | 96.00 | 96.000 | 89.215 | 0.000 | 89.215 | 99.30 | 8,859.04 | 8,859.04 |
| 0046 | ENTRANCE PIPE-750 MM | 00445M | M | 11.40 | 11.400 | 22.247 | 0.000 | 22.247 | 134.60 | 2,994.44 | 2,994.44 |
| 0047 | PERFORATED PIPE-200 MM | 01002M | M | 194.00 | 194.000 | 0.000 | 0.000 | 26.50 | 0.00 | ||
| 0048 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | ||
| 0049 | DROP BOX INLET TYPE 1 | 01490 | EACH | 16.00 | 10.000 | 4.000 | 0.000 | 4.000 | 2,200.00 | 8,800.00 | 8,800.00 |
| 0050 | DROP BOX INLET TYPE 2 | 01493 | EACH | 5.00 | 4.000 | 2.000 | 0.000 | 2.000 | 2,500.00 | 5,000.00 | 5,000.00 |
| 0051 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0052 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 5.00 | 2.000 | 2.000 | 0.000 | 2.000 | 2,100.00 | 4,200.00 | 4,200.00 |
| 0053 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 3.000 | 3.000 | 0.000 | 3.000 | 2,800.00 | 8,400.00 | 8,400.00 |
| 0054 | JUNCTION BOX-30 INCH | 01644 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | ||
| 0055 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | ||
| 0056 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
| 0057 | SEEDING AND PROTECTION | 05985M | SQ M | 475,750.00 | 475,750.000 | 549,148.463 | 0.000 | 549,148.463 | 0.38 | 208,676.41 | 208,676.41 |
| 0058 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 47,575.00 | 47,575.000 | 39,737.500 | 0.000 | 39,737.500 | 0.30 | 11,921.25 | 11,921.25 |
| 0059 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 84,488.00 | 84,488.000 | 334,189.000 | 0.000 | 334,189.000 | 0.30 | 100,256.70 | 100,256.70 |
| 0060 | SODDING | 05990M | SQ M | 500.00 | 500.000 | 0.000 | 0.000 | 6.00 | 0.00 | ||
| 0061 | TOPDRESSING FERTILIZER | 05966M | MTON | 28.50 | 28.500 | 28.490 | 0.000 | 28.490 | 550.00 | 15,669.50 | 15,669.50 |
| 0062 | SILT TRAP TYPE B | 02704 | EACH | 44.00 | 44.000 | 23.000 | 0.000 | 23.000 | 300.00 | 6,900.00 | 6,900.00 |
| 0063 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 132.00 | 132.000 | 27.000 | 0.000 | 27.000 | 50.00 | 1,350.00 | 1,350.00 |
| 0064 | SILT CHECK | 02705 | EACH | 26.00 | 26.000 | 32.000 | 0.000 | 32.000 | 50.00 | 1,600.00 | 1,600.00 |
| 0065 | CLEAN SILT CHECK | 02708 | EACH | 78.00 | 78.000 | 15.000 | 0.000 | 15.000 | 10.00 | 150.00 | 150.00 |
| 0066 | TEMPORARY SILT FENCE | 02701M | M | 3,573.00 | 3,573.000 | 1,032.413 | 0.000 | 1,032.413 | 6.60 | 6,813.92 | 6,813.92 |
| 0067 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 10,719.00 | 10,719.000 | 49.800 | 0.000 | 49.800 | 0.10 | 4.98 | 4.98 |
| 0068 | CHANNEL LINING CLASS IV | 02488M | CU M | 10,783.00 | 10,783.000 | 9,724.680 | 0.000 | 9,724.680 | 1.00 | 9,724.68 | 9,724.68 |
| 0069 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 13,349.00 | 13,349.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0070 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 2,197.00 | 2,197.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 0071 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 188.00 | 188.000 | 164.000 | 0.000 | 164.000 | 100.00 | 16,400.00 | 16,400.00 |
| 0072 | EDGE KEY MODIFIED | 02585M | M | 34.00 | 34.000 | 15.240 | 0.000 | 15.240 | 95.00 | 1,447.80 | 1,447.80 |
| 0073 | CRUSHED STONE BASE | 00003M | MTON | 41,425.00 | 0.000 | 0.000 | 0.000 | 25.08 | 0.00 | ||
| 0074 | TRAFFIC BOUND BASE | 00020M | MTON | 291.00 | 291.000 | 1,172.290 | 0.000 | 1,172.290 | 18.00 | 21,101.22 | 21,101.22 |
| 0075 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 35.00 | 35.000 | 33.855 | 0.000 | 33.855 | 450.00 | 15,234.75 | 15,234.75 |
| 0076 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 292.00 | 292.000 | 297.960 | 0.000 | 297.960 | 60.00 | 17,877.60 | 17,877.60 |
| 0077 | CL3 ASPH BASE 19.0E PG70-22 | 00224M00 | MTON | 11,759.00 | 0.000 | 0.000 | 0.000 | 61.29 | 0.00 | ||
| 0078 | CL3 ASPH BASE 19.0E PG64-22 | 00223M00 | MTON | 12,003.00 | 0.000 | 0.000 | 0.000 | 55.52 | 0.00 | ||
| 0079 | CL2 ASPH BASE 19.0E PG64-22 | 00221M00 | MTON | 7,204.00 | 0.000 | 0.000 | 0.000 | 54.29 | 0.00 | ||
| 0080 | CL3 ASPH SURF 12.5D PG70-22 | 00313M | MTON | 4,665.00 | 4,665.000 | 5,064.231 | 0.000 | 5,064.231 | 69.08 | 349,837.07 | 349,837.07 |
| 0082 | CLEARING AND GRUBBING (113.50 HECTACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 470,000.00 | 470,000.00 | 470,000.00 |
| 0083 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 265,600.00 | 265,600.00 | 265,600.00 |
| 0084 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 68,600.00 | 68,600.00 | 68,600.00 |
| 0135 | CL2 ASPH SURF 12.5E PG64-22 | 09024M00 | MTON | 2,868.00 | 2,868.000 | 3,417.463 | 0.000 | 3,417.463 | 61.11 | 208,841.16 | 208,841.16 |
| 0136 | QC | 0900900 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 48,000.00 | 48,000.00 | 48,000.00 |
| 8001 | DROP BOX INLET TYPE 11 | 01544 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,650.00 | 1,650.00 | 1,650.00 |
| 8002 | CONCRETE-CLASS B | 02555M | CU M | 0.00 | 188.375 | 267.844 | 0.000 | 267.844 | 392.00 | 104,994.84 | 104,994.84 |
| 8003 | EW~ SLIDE REMOVAL | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | ||
| 8004 | ENTRANCE PIPE-600 MM | 00443M | M | 0.00 | 15.000 | 12.200 | 0.000 | 12.200 | 125.00 | 1,525.00 | 1,525.00 |
| 8005 | PERFORATED PIPE-150 MM | 01001M | M | 0.00 | 1,000.000 | 302.874 | 0.000 | 302.874 | 24.13 | 7,308.34 | 7,308.34 |
| 8006 | NON-PERFORATED PIPE-150 MM | 01011M | M | 0.00 | 60.000 | 45.774 | 0.000 | 45.774 | 30.00 | 1,373.22 | 1,373.22 |
| 8007 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 0.00 | 1.000 | 2.000 | 0.000 | 2.000 | 2,600.00 | 5,200.00 | 5,200.00 |
| 8010 | DROP BOX INLET TYPE 1 | 01490 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 8,000.00 | 8,000.00 | 8,000.00 |
| 8011 | REMOVE STRUCTURE | 02731 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 |
| 8012 | FOUNDATION PREPARATION STA 7+187 | 08003 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 500.00 | 500.00 | 500.00 |
| 8013 | CHAIN LINK FENCE-1.8 M | 08711M | M | 0.00 | 40.000 | 0.000 | 0.000 | 137.75 | 0.00 | ||
| 8014 | EW~ DESIGN FEE VE CO #4 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,000.00 | 5,000.00 | 5,000.00 |
| 8015 | VALUE ENGINEERING GRAVITY WALL IN LIEU OF MSE WALL | 10120NS | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 208,081.94 | 208,081.94 | 208,081.94 |
| 8016 | CL3 ASPH BASE 25.0D PG70-22 25.0E | 00215M | MTON | 0.00 | 11,759.000 | 11,679.033 | 0.000 | 11,679.033 | 61.29 | 715,807.93 | 715,807.93 |
| 8017 | CL3 ASPH BASE 25.0D PG64-22 25.0E | 00214M | MTON | 0.00 | 12,003.000 | 11,280.421 | 0.000 | 11,280.421 | 55.52 | 626,288.97 | 626,288.97 |
| 8018 | CL2 ASPH BASE 25.0D PG64-22 25.0E | 00212M | MTON | 0.00 | 7,204.000 | 4,703.873 | 0.000 | 4,703.873 | 54.29 | 255,373.26 | 255,373.26 |
| 8019 | ENTRANCE PIPE-900 MM | 00445MX | M | 0.00 | 18.400 | 18.200 | 0.000 | 18.200 | 196.00 | 3,567.20 | 3,567.20 |
| 8020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 0.00 | 16,581.470 | 19,948.809 | 0.000 | 19,948.809 | 37.88 | 755,660.88 | 755,660.88 |
| 8021 | PERFORATED PIPE-100 MM | 01000M | M | 0.00 | 9,762.320 | 7,867.000 | 0.000 | 7,867.000 | 16.24 | 127,760.08 | 127,760.08 |
| 8022 | NON-PERFORATED PIPE-100 MM | 01010M | M | 0.00 | 292.572 | 318.490 | 0.000 | 318.490 | 27.90 | 8,885.87 | 8,885.87 |
| 8023 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 0.00 | 23.000 | 8.000 | 0.000 | 8.000 | 450.00 | 3,600.00 | 3,600.00 |
| 8024 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | EACH | 0.00 | 7.000 | 7.000 | 0.000 | 7.000 | 450.00 | 3,150.00 | 3,150.00 |
| 8025 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 0.00 | 98.000 | 111.000 | 0.000 | 111.000 | 450.00 | 49,950.00 | 49,950.00 |
| 8026 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 0.00 | 129.800 | 115.730 | 0.000 | 115.730 | 82.67 | 9,567.39 | 9,567.39 |
| 8027 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 11,400.00 | 11,400.00 | 11,400.00 |
| 8028 | EW~ SLIDE REMOVAL ADDTIONAL | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 140,000.00 | 0.00 | ||
| 8030 | CONCRETE-CLASS B Modified | 02555M | CU M | 0.00 | 40.000 | 26.757 | 0.000 | 26.757 | 240.00 | 6,421.68 | 6,421.68 |
| 8031 | PERF PIPE HEADWALL TY 1-150 MM A113 | 01021M | EACH | 0.00 | 9.000 | 0.000 | 0.000 | 425.00 | 0.00 | ||
| 8032 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | EACH | 0.00 | 10.000 | 8.000 | 0.000 | 8.000 | 450.00 | 3,600.00 | 3,600.00 |
| 8033 | CULVERT PIPE-900 MM | 00468M | M | 0.00 | |||||||