|
Report_Id: 131071 Est NO 0015 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131071 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05320) Tipton, Michael S. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | ADDR SN 0 VC Code VC0000026468 | |||||
| EXCAVATING INC | |||||||
| PO BOX 6787 | |||||||
| NEW ALBANY , IN , 47151-6787 | |||||||
| Pay Period | 07/25/2014 TO 08/07/2014 | ||||||
| Date Approved | 08/18/2014 | ||||||
| Primary Proj Number | DE10800441371 | ||||||
| Project No. | JL04 108 0044 007-009 | ||||||
| Primary County | SPENCER | ||||||
| Name of Road | MT. WASHINGTON-TAYLORSVILLE ROAD(KY-44) | ||||||
| Description | MT. WASHINGTON-TAYLORSVILLE ROAD(KY-44) | ||||||
| Date Let | 10/25/2013 | Formal Acceptance | |||||
| Date Awarded | 11/06/2013 | Date Work Began | 01/16/2014 | ||||
| Date Contract Executed | 11/25/2013 | Open To Traffic | |||||
| Date NTP Issued | 11/25/2013 | Actual Completion Date | |||||
| Current Contract Amount | $3,688,711.52 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,970,518.40 |
Total Earnings | $1,878,240.37 |
$1,542,906.82 |
$335,333.55 |
|
| Percent Complete | 50.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,810,471.15 |
Gross Earnings | $1,878,240.37 |
$1,542,906.82 |
$335,333.55 |
|
| Total Change Orders | $718,193.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,878,240.37 |
$1,542,906.82 |
$335,333.55 |
|||
| Contract Id | 131071 | Change Order Summary |
County | SPENCER | ||||||
| Estimate Nbr | 0015 | Project Number | JL04 108 0044 007-009 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | Period | 07/25/2014 TO 08/07/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Excavation, Erosion Control Blanket and Pipe Changes | Approved | 06/13/2014 | $42,146.09 | 0.0 | |||||
| 002 | Refill Material | Approved | 08/20/2014 | $94,353.94 | 0.0 | |||||
| 003 | New Pipe Culvert | Approved | 09/23/2014 | $67,580.72 | 0.0 | |||||
| 004 | Geotech Slide and Miscellanous Contract Items | Approved | 03/23/2015 | $514,112.37 | 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 | 131071 | COMMONWEALTH OF KENTUCKY |
County | SPENCER | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE10800441371 | ||||||
| Estimate Nbr | 0015 | Period | 07/25/2014 TO 08/07/2014 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | |||||||||
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | 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 | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0001 PAVING | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 12,412.00 | 11,412.000 | 2,576.540 | 1,962.580 | 4,539.120 | 20.00 | 51,530.80 | 90,782.40 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 52.00 | 52.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 580.00 | 1,012.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,283.00 | 0.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,692.00 | 8,110.060 | 2,638.460 | 619.890 | 3,258.350 | 61.00 | 160,946.06 | 198,759.35 | |
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 261.00 | 0.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0080 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,087.00 | 1,935.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0002 ROADWAY | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6,653.00 | 6,300.650 | 1,693.040 | 2,939.240 | 4,632.280 | 17.00 | 28,781.68 | 78,748.76 | |
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 486.00 | 486.000 | 199.000 | 0.000 | 199.000 | 10.00 | 1,990.00 | 1,990.00 | |
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0150 | ISLAND CURB AND GUTTER | 01825 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0160 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 0180 | REMOVE PAVEMENT | 02091 | SQYD | 1,579.00 | 1,579.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0190 | TEMP DITCH | 02159 | LF | 3,984.00 | 3,984.000 | 300.000 | 300.000 | 0.50 | 150.00 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 188,204.00 | 194,403.200 | 188,299.000 | 188,299.000 | 5.03 | 947,143.97 | |||
| 0210 | WATER | 02242 | MGAL | 151.00 | 151.000 | 0.001 | 0.001 | 1.00 | 0.00 | |||
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,662.50 | 2,662.500 | 887.500 | 0.000 | 887.500 | 15.00 | 13,312.50 | 13,312.50 | |
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0260 | REMOVE GUARDRAIL | 02381 | LF | 725.00 | 3,025.000 | 175.000 | 887.500 | 1,062.500 | 4.00 | 700.00 | 4,250.00 | |
| 0270 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0280 | TEMP GUARDRAIL | 02397 | LF | 637.50 | 637.500 | 512.500 | 0.000 | 512.500 | 7.00 | 3,587.50 | 3,587.50 | |
| 0290 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0300 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0310 | CHANNEL LINING CLASS IV | 02488 | CUYD | 411.00 | 411.000 | 46.400 | 46.400 | 18.00 | 835.20 | |||
| 0320 | CLEARING AND GRUBBING 17.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 103,500.00 | 103,500.00 | |||
| 0330 | TEMPORARY SIGNS | 02562 | SQFT | 322.00 | 322.000 | 232.000 | 232.000 | 6.00 | 1,392.00 | |||
| 0340 | EDGE KEY | 02585 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 19,800.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,980.00 | 1,980.000 | 834.200 | 1,156.000 | 1,990.200 | 2.00 | 1,668.40 | 3,980.40 | |
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.070 | 0.070 | 64,000.00 | 4,480.00 | |||
| 0380 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 5,820.00 | 1,455.00 | 5,820.00 | |
| 0390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 6,500.00 | 13,000.00 | 13,000.00 | |
| 0400 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0410 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 130.00 | 654.960 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0420 | SAFELOADING | 02690 | CUYD | 24.70 | 24.700 | 9.000 | 9.000 | 175.00 | 1,575.00 | |||
| 0430 | TEMP SILT FENCE | 02701 | LF | 3,984.00 | 3,984.000 | 917.000 | 917.000 | 1.50 | 1,375.50 | |||
| 0440 | SILT TRAP TYPE A | 02703 | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 505.00 | 7,070.00 | |||
| 0450 | SILT TRAP TYPE B | 02704 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0460 | SILT TRAP TYPE C | 02705 | EACH | 17.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0470 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 52.00 | 52.000 | 15.000 | 15.000 | 65.00 | 975.00 | |||
| 0480 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0490 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 52.00 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0500 | CLEAN TEMP SILT FENCE | 02709 | LF | 3,984.00 | 3,984.000 | 845.000 | 845.000 | 1.00 | 845.00 | |||
| 0510 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 47,500.00 | 23,750.00 | |||
| 0520 | TUBULAR MARKERS | 03225 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0530 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,956.00 | 61,475.220 | 10,833.900 | 7,086.000 | 17,919.900 | 1.04 | 11,267.25 | 18,636.69 | |
| 0540 | TEMP MULCH | 05952 | SQYD | 59,864.00 | 27,480.000 | 1,782.000 | 1,782.000 | 0.18 | 320.76 | |||
| 0550 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 8,445.00 | 8,445.000 | 5,905.000 | 5,905.000 | 0.32 | 1,889.60 | |||
| 0560 | TOPDRESSING FERTILIZER | 05966 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,140.00 | 0.00 | |||
| 0570 | SEEDING AND PROTECTION | 05985 | SQYD | 59,864.00 | 4,310.490 | 7,086.000 | 7,086.000 | 0.36 | 2,550.96 | |||
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 30,600.00 | 30,600.000 | 7,086.000 | 7,086.000 | 0.16 | 1,133.76 | |||
| 0590 | SODDING | 05990 | SQYD | 7,888.00 | 7,888.000 | 0.000 | 0.000 | 3.18 | 0.00 | |||
| 0600 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 25,375.00 | 25,375.000 | 3,785.000 | 0.000 | 3,785.000 | 0.15 | 567.75 | 567.75 | |
| 0610 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,963.00 | 18,963.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0620 | FUEL ADJUSTMENT | 10020NS | DOLL | 23,689.00 | 23,689.000 | 2,043.710 | 2,043.710 | 1.00 | 2,043.71 | |||
| 0630 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 17,928.00 | 17,928.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0640 | SAW CUT | 20430ED | LF | 2,748.00 | 2,748.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0650 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0660 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 3,659.00 | 3,659.000 | 969.000 | 969.000 | 4.85 | 4,699.65 | |||
| 0670 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 243.00 | 243.000 | 243.000 | 243.000 | 11.90 | 2,891.70 | |||
| 0680 | R/W MONUMENT TYPE 3 | 24540 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8003 | COST PLUS WORK Regrading of Driveway after property | 10080NSD | DOLL | 0.00 | 4,825.170 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8005 | COST PLUS WORK Placement of Topsoil on Slopes | 10080NSD | DOLL | 0.00 | 32,325.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8006 | ROADWAY EXCAVATION Relocation and cleaning of Ditchline | 02200 | CUYD | 0.00 | 2,000.000 | 0.000 | 0.000 | 8.38 | 0.00 | |||
| 8007 | REMOVE PAVEMENT Extra Depth in Existing Pavement | 02091 | SQYD | 0.00 | 1,579.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 8008 | ROADWAY EXCAVATION Additional Embankment due to | 02200 | CUYD | 0.00 | 260.540 | 0.000 | 0.000 | 5.03 | 0.00 | |||
| 8009 | ROADWAY EXCAVATION Slide Excavation including Bleeders | 02200 | CUYD | 0.00 | 5,550.000 | 0.000 | 0.000 | 29.70 | 0.00 | |||
| 8010 | CRUSHED AGGREGATE SIZE NO 2 Slide Aggregate including Bleeders | 00078 | TON | 0.00 | 7,200.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8011 | FABRIC-GEOTEXTILE TYPE IV Slide Fabric including Bleeders | 02599 | SQYD | 0.00 | 1,663.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 8012 | CL3 ASPH SURF 0.38D PG64-22 Slide Repair - Asphalt Surface | 00339 | TON | 0.00 | 173.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 8013 | CL3 ASPH BASE 1.00D PG64-22 Slide Repair - Asphalt Base | 00214 | TON | 0.00 | 56.000 | 0.000 | 0.000 | 61.00 | 0.00 | |||
| 8014 | CRUSHED STONE BASE Slide Repair - Roadway Stone | 00003 | TON | 0.00 | 267.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8015 | WATERBLAST STRIPE REMOVAL Slide Repair - Existing stipe for traffic switch | 23237EN10W | LF | 0.00 | 1,735.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 8016 | PAVE STRIPING-PERM PAINT-4 IN Slide Repair - New Striping for New Surface | 06514 | LF | 0.00 | 1,735.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 8017 | PAVE STRIPING-TEMP PAINT-4 IN Slide Repair - Temp Striping for Traffic Switch | 06510 | LF | 0.00 | 550.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 8018 | SAW CUT Slide Repair - Cutting Edge of Pavement | 20430ED | LF | 0.00 | 405.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 8019 | EROSION CONTROL BLANKET Slide Repair - ECB for slope | 05950 | SQYD | 0.00 | 750.000 | 0.000 | 0.000 | 1.04 | 0.00 | |||
| 8020 | REMOVE GUARDRAIL Slide Repair - Guardrail Removal | 02381 | LF | 0.00 | 660.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 8021 | GUARDRAIL-STEEL W BEAM-S FACE Slide Repair - Replacement Guardrail | 02351 | LF | 0.00 | 660.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8023 | MOBILIZATION Slide Repair - Equipment Mobilization | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 8024 | ASPHALT MILLING AND TEXTURING Slide Repair - Milling for Surface Repairs | 23019EN | SQYD | 0.00 | 2,516.000 | 0.000 | 0.000 | 3.19 | 0.00 | |||
| 8025 | MOBILIZATION FOR MILL & TEXT Slide Repair - Mobilization for Miller | 02676 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 8026 | MAINTAIN & CONTROL TRAFFIC Slide Repair - Maintenance of Traffic | 02650 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 4,307.90 | 0.00 | |||
| 8027 | TEMP SILT FENCE Slide Repair - Silt fence for erosion control | 02701 | LF | 0.00 | 660.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0003 DRAINAGE | |||||||
| 0690 | ENTRANCE PIPE-15 IN | 00440 | LF | 110.00 | 110.000 | 78.000 | 78.000 | 40.00 | 3,120.00 | |||
| 0700 | ENTRANCE PIPE-18 IN | 00441 | LF | 108.00 | 108.000 | 100.000 | 0.000 | 100.000 | 50.00 | 5,000.00 | 5,000.00 | |
| 0710 | ENTRANCE PIPE-24 IN | 00443 | LF | 93.00 | 93.000 | 40.000 | 40.000 | 55.00 | 2,200.00 | |||
| 0720 | CULVERT PIPE-18 IN | 00462 | LF | 135.00 | 135.000 | 65.000 | 70.000 | 135.000 | 50.00 | 3,250.00 | 6,750.00 | |
| 0730 | CULVERT PIPE-48 IN | 00470 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 75.00 | 6,525.00 | |||
| 0740 | CULVERT PIPE-60 IN | 00472 | LF | 144.00 | 144.000 | 144.000 | 144.000 | 190.00 | 27,360.00 | |||
| 0750 | STORM SEWER PIPE-18 IN | 00522 | LF | 84.00 | 84.000 | 64.500 | 64.500 | 50.00 | 3,225.00 | |||
| 0760 | STORM SEWER PIPE-24 IN | 00524 | LF | 103.00 | 103.000 | 60.000 | 60.000 | 60.00 | 3,600.00 | |||
| 0770 | STORM SEWER PIPE-30 IN | 00526 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0780 | STORM SEWER PIPE-48 IN | 00530 | LF | 8.00 | 75.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0790 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,210.00 | 1,210.00 | |||
| 0800 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,725.00 | 0.00 | |||
| 0810 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,575.00 | 7,150.00 | |||
| 0820 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,250.00 | 10,500.00 | |||
| 0830 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,350.00 | 0.00 | |||
| 0840 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 6.000 | 4.000 | 4.000 | 3,700.00 | 14,800.00 | |||
| 0850 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0860 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,100.00 | 7,100.00 | 7,100.00 | |
| 0870 | JUNCTION BOX-54 IN | 01648 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 0880 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0890 | FRAME AND LID TY 2 | 20478ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0900 | BORE AND JACK PIPE-48 IN | 23124EN | LF | 67.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8000 | MAINTAIN & CONTROL TRAFFIC Traffic Control for open cut pipe installation | 02650 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 14,430.00 | 0.00 | |||
| 8001 | CULVERT PIPE-84 IN ENTRANCE STA 146+00 LT | 00476 | LF | 0.00 | 64.000 | 0.000 | 0.000 | 966.73 | 0.00 | |||
| 8002 | CHANNEL LINING CLASS II Inlet and Outlet end of the new pipe | 02483 | TON | 0.00 | 200.000 | 0.000 | 0.000 | 28.55 | 0.00 | |||
| 8004 | CONCRETE-CLASS A Catch Basin Extension | 08100 | CUYD | 0.00 | 1.700 | 0.000 | 0.000 | 2,810.11 | 0.00 | |||
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0004 BRIDGE-CULVERT | |||||||
| 0910 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 1,800.00 | 450.00 | 1,800.00 | |
| 0920 | CONCRETE-CLASS A | 08100 | CUYD | 160.00 | 160.000 | 47.000 | 113.000 | 160.000 | 515.00 | 24,205.00 | 82,400.00 | |
| 0930 | STEEL REINFORCEMENT | 08150 | LB | 16,304.00 | 16,304.000 | 8,152.000 | 8,152.000 | 16,304.000 | 0.80 | 6,521.60 | 13,043.20 | |
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0005 SIGNING | |||||||
| 0940 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 157.50 | 157.500 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0950 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 8.00 | 8.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0960 | STEEL POST TYPE 1 | 06410 | LF | 167.80 | 167.800 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0970 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0980 | REMOVE SIGN | 21373ND | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0990 | BARCODE SIGN INVENTORY | 24631EC | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE10800441371 | Fed/State Project Number | JL04 108 0044 007-009 | Category | 0006 MOB AND DEMOB | |||||||
| 1000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 137,000.00 | 137,000.00 | |||
| 1010 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 44,700.00 | 0.00 | |||
| SUBTOT | $335,333.54 |
$1,878,240.36 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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